ISO 3183 1 Petroleum and Natural Gas Industries Steel Pipe
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I I
IS0 3183-I
INTERNATIOFJAL STANDARD
Second edition 1996-09-I 5
-
Part 1: Pipes of requirement class A Industries du p&role et du gaz nature/ Conditions techniques de livraison -
Tubes en acier pour conduites -
Partie 1: Tubes de la classe d’exigences A
Reference number IS0 3183-I :I 996(E)
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Petroleum and natural gas industries Steel pipe for pipelines - Technical delivery conditions -
IS0 3183-1:1996(E)
Contents Page ........................................................................................................................
iv
....................................................................................................................
V
1
Scope ....................................................................................................................
1
2
Normative
3 3.1 3.2
............................................................................................................ Definitions ................................................................................................................. General Welding processes, pipes and welds .................................................................
4
Designation
5
Information
6 6.1 6.2 6.3 6.4 6.5 6.6
...................................................................................................... Manufacturing ............................................................................................ Pipe manufacturing Cold expansion .................................................................................................... Material .................................................................................................................. ..................................................................................................... Heat treatment Strip end welds - helical seam pipe ................................................................... Traceability ...........................................................................................................
6 6 7 7 7 7
7 7.1 7.2 7.3 7.4 7.5 7.6
....................................................................................................... Requirements General ................................................................................................................. ........................................................................................ Chemical composition Mechanical properties ......................................................................................... ................................................................................. Metallurgical requirements Appearance, imperfections and defects ............................................................ Dimensions, masses and tolerances .................................................................
8 8 8
8 8.1 8.2 8.3 a.4 8.5 8.6 8.7
Testing and inspection ........................................................................................ Type of documents on inspection and testing ................................................. Purchaser inspection ........................................................................................... Retention of records ............................................................................................ ....................................................................... Testing of chemical composition ................................ Testing of mechanical and technological characteristics Hydrostatic test .................................................................................................... .................................................................... Dimensional testing and weighing
Foreword Introduction
references
..........................................................................................
......................................................................................................... to be supplied
by the purchaser
...................................................
0 IS0 1996 All rights reserved. Unless otherwise specified, no part of this publication reproduced or utilized in any form or by any means, electronic or mechanical, photocopying and microfilm, without permission in writing from the publisher.
may be including
Ir.;ernational Organization for Standardization Case Postale 56. CH-1211 Geneve 20 l Switzerland i’rinted
in Switzerland
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ii
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1 3 3 3
4 5
7
10 12 12 12 43 43 43 43 44 45
49 49
IS0 3183-1:1996(E)
0 IS0
8.8 8.9 8.10 8.11 8.12
............................................................................................ Visual examination testing .................................................................................... Non-destructive and results ................................................................................. Test methods tests ...................... of chemical, mechanical and technological Invalidation ............................................................................................................... Re-tests
49 50 50 68 68
9 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 9.10
Marking of pipes and pipe couplings .............................................................. General ............................................................................................................... Location of marking .......................................................................................... Sequence of markings ...................................................................................... ......................................................................................... Bundle identification Length ................................................................................................................ Couplings ........................................................................................................... Die stamping ...................................................................................................... ......................................................................................... Thread identification ........................................................................................... Thread certification Pipe processor markings ..................................................................................
70 70 70 71 72 73 73 73 73 73 73
IO
Protective
............................................................................................
coatings
74
Annexes for welded
jointers
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A
Specification
B
Repair welding
C
Couplings
D
Supplementary
E
Guided bend test jig dimensions
F
Purchaser
G
Workmanship,
H
Comparison
J
Main differences
K
Bibliography
procedure
....................................................................
...............................................................................
.......................................................................................................... requirements
inspection
81 83
....................................................................
92
and repair of defects
of steel grade designations between
76
.........................................................................
.......................................................................................
visual inspection
75
................................
.......................................................
IS0 3183-1 and ANSI/API
102 103 108
Spec. 5L 111 .............. .I09
.....................................................................................................
111
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IS0 3183-1:1996(E)
Foreword IS0 (International Organization for Standardization) is a worldwide federation of national standard bodies (IS0 member bodies). The work of preparing International Standards is normally carried out through IS0 technical committees. Each member body interested in a subject for which a technical committee has been established has the right to International organizations, be represented on that committee. governmental and non-governmental, in liaison with ISO, also take part in the work. IS0 collaborates closely with the International Electrotechnical Commission (IEC) on all matters of electrotechnical standardization. Draft International Standards adopted by the technical committees are circulated to the member bodies for voting. Publication as an International Standard requires approval by at least 75 % of the member bodies casting a vote. International Standard IS0 3183-1 was prepared by Technical Committee ISO/TC 67 Materials, equipment and offshore structures for petroleum and natural gas industries, Subcommittee SC 1, Line pipe, on the basis of the American National Standard ANSI/API Spec. 5L Ill, structured in accordance with the IS0 rules and aligned with IS0 3183, part 2 as far as possible. It replaces revision.
partly
IS0 3183:1980
IS0 3183 consists
of the following
of which
Part 1: Pipes of requirement Part 2: Pipes of requirement Part 3: Pipes of requirement
Annexes
A to G form an integral
Annexes
H to K are for information
a technical
parts under the general title
Petroleum and natural gas industries Technical delivery conditions -
it constitutes
- Steel pipe
for pipelines
-
class A class B class C part of this part of IS0 3183. only.
iv
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0 IS0
0 IS0
IS0 3183-1:1996(E)
Introduction In the preparation of this International Standard the competent committee was unanimous in seeking to avoid specifying the quality of line pipe to be used for a particular application. However, the committee recognized that there are several broad quality levels commonly used, and has differentiated between these quality levels as follows: Firstly, the committee recognized the need to provide a basic level which corresponds to that specified in ANSI/API Spec. 5L is designated requirement class A and considered in this IS0 3183. The main differences between ANSI/API Spec. IS0 3183-1 are listed in annex J.
quality [I 1. This part of 5L and
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Secondly, many purchasers impose requirements different from, or additional to, the basic standard. This approach is common, for example, for transmission pipelines. Such overall enhanced requirements are addressed in requirement class B and considered in Part 2 of IS0 3183.
Thirdly, there are certain particularly demanding applications where very stringent requirements on quality and testing are imposed. Such requirements are reflected in requirement class C and considered in Part 3 of IS0 3183. The selection of the requirement class depends on many factors. The properties of the fluid to be conveyed, the service conditions, design code and any statutory requirements should all be taken into consideration. Therefore, this International Standard gives no detailed guidelines. It is the ultimate responsibility of the user to select the appropriate requirement class for the intended application.
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INTERNATIONAL
STANDARD
IS0 3183-1:1996(E)
0 Is0
Petroleum and natural gas industries Technical delivery conditions Part 1: Pipes of requirement class A
1
- Steel pipe for pipelines
-
Scope
This part of IS0 3183 specifies the technical delivery conditions for seamless and welded pipe of non-alloy and alloy (except stainless) steels with the basic quality and testing requirements (level A), which are intended for the transmission and distribution of combustible and non-combustible fluids (including water) in the petroleum and natural gas industries. This part of IS0 3183 includes threaded plain-end, special plain-end, extra-strong and spigot pipe.
and extra-strong threaded line pipe; and plain-end, regular-mass plain-end and double-extra-strong plain-end pipe; as well as bell
Dimensional requirements on threads and thread gauges, stipulations on gauging practice, gauge specifications and certification, as well as instruments and methods for inspection of threads are given in IS0 10422 and are applicable to products covered by this part of IS0 3183.
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Grades covered by this part of IS0 3183 are L175, L210, L245, L290, L320, L360, L390, L415, L450, L485, L555, grades intermediate to the grades L290 and higher, listed in table 2. For regular-mass and special plain-end pipe (special mass) as shown in tables 8 and 9 and for threaded pipe larger than nominal size 12 (see table 6) the size designations used herein are outside-diameter sizes. For all other pipe, the size designations are nominal pipe sizes. Where pipe size limits (or size ranges) are given, these are outside-diameter sizes except when it is stated that they are nominal. These outsidediameter size limits and ranges apply also to the corresponding nominal sizes (see 7.6). NOTE 1 Attention
2
Normative
is drawn to the definition
for seamless
pipe in 3.2.2.1.
references
The following standards contain provisions which, through reference in this text, constitute provisions of this part of IS0 3183. At the time of publication, the editions indicated were valid. All standards are subject to revision, and parties to agreements based on this part of IS0 3183 are encouraged to investigate the possibility of applying the most recent editions of the standards indicated below. Members of IS0 and IEC maintain registers of currently valid International Standards. IS0 404:1992,
Steel and steel products
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
- General technical
delivery
requirements.
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0 IS0
IS0 3183-1:1996(E)
IS0 1027:1983, identification.
Radiographic
image
IS0 2566-l :1984, Steel - Conversion --``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
IS0 4200:1991, per unit length.
quality
of elongation
Plain end steel tubes, welded
IS0 4948-1:1982, Steels - Classification based on chemical composition. ISO/TR 4949:1989,
indicators
for
non-destructive
and
and seamless
- General
tables of dimensions
of steels into unalloyed
and masses
and alloy steels
Steel names based on letter symbols.
IS0 6892:1984,
Metallic
IS0 6929:1987,
Steel products
IS0 7500-1:1986, testing machines.
materials
Metallic
of ends of tubes and fittings
- Definitions
materials
and classification.
- Verification
of static
uniaxial
Metallic
materials
- Tube (in full section) - Bend test.
IS0 8492:1986,
Metallic
materials
- Tube -Flattening
Steel and steel products Bulletin
Recommended
API RP 5L3-1996, API Std 1104-I 994,
Welding
ASTM A 29, Recommended in specified limiting values.
- Inspection
on thread compounds practice
practice
and definitions
ASTM A 751:1990,
Test methods,
practices
ASTM E 83:1990,
Method
Boiler and pressure
for load verification of verification
gauging
1: Tensile
and thread
inspection
drop-weight
and line pipe. tear tests on line pipe.
which places of figures
for mechanical
and terminology
for chemical
of testing machines.
and classification
are to be considered
significant
testing of steel products.
of extensometers.
vessel code, Section IX.
2
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- Part
documents.
for casing, tubing,
for indicating
Test methods
Practices
machines
and related facilities.
ASTM A 370:1989,
ASTM E 4:1989,
- Threading,
for conducting
of pipelines
testing
test.
IS0 10422:1993, Petroleum and natural gas industries casing, tubing and line pipe threads - Specification.
API Bull 5A2-1992,
for welding.
- Tensile testing.
IS0 8491:1986,
ASME,
- Principles
values - Part 1: Carbon and low alloy steels.
- Part 1: Classification
IS0 6761: 1981, Steel tubes - Preparation
IS0 10474:1991,
testing
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analysis
of steel products.
of
0 IS0
3
IS0 3183-1:1996(E)
Definitions
3.1
General
For the purpose of this part of IS0 3183 the definitions from those given in IS0 6929 for steel products. Moreover,
within
in 3.2 shall apply when
additional
to or differing
this part of IS0 3183:
-
The term manufacturer refers to the firm, company or corporation responsible for marking the product to warrant that the product conforms to the standard. The manufacturer may be either a pipe mill, a processor, a maker of couplings or a threader as applicable. The manufacturer is responsible for compliance with all of the applicable provisions of the standard.
-
The term pipe mill refers to the firm, company
-
The term processor refers to the firm, company treating pipe made by a pipe mill.
3.2
Welding
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3.2.1
Welding
3.2.1.1
Without
processes,
or corporation or corporation
that operates
that operates
facilities
capable
of heat
pipes and welds
process filler metal
(a)
continuous welding: pressing the formed provide a continuous
(b)
electric-welding: Process of forming a seam by electric-resistance wherein the edges to be welded are mechanically pressed together generated by the resistance to flow of electric current.
3.2.1.2
pipe making facilities.
Process of forming a seam by heating the strip in a furnace and mechanically edges together, wherein successive coils of strip had been joined together to flow of steel for the welding mill. (This process is a type of butt-welding.) or electric-induction welding and the heat for welding is
With filler metal
(a)
submerged arc-welding: Welding process that produces coalescence of metals by heating them with an arc or arcs between bare metal consumable electrode or electrodes and the work. The arc and molten metal are shielded by a blanket of granular, fusible material on the work. Pressure is not used, and part or all of the filler metal is obtained from the electrode(s).
(b)
gas metal arc-welding: Welding process that produces coalescence of metals by heating them with an arc or arcs between a continuous consumable electrode and the work. Shielding is obtained entirely from an externally supplied gas or gas mixture. Pressure is not used, and the filler metal is obtained from the electrode.
3.2.2
Types of pipe
3.2.2.1 seamless pipe: Tubular product without a welded seam, manufactured which may be followed by cold finishing to obtain the desired shape, dimensions
in a hot forming and properties.
process
NOTE 2 Cast pipes are not covered by IS0 3183. 3.2.2.2 welding
continuous welded pipe: Pipe having one longitudinal seam produced process defined in 3.2.1.1 (a). (This type of pipe is a type of butt-welded pipe.)
3.2.2.3 electric-welded pipe: process defined in 3.2.1.1 (b).
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Pipe
having
one
longitudinal
seam
produced
by the
by the
continuous
electric-welding
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IS0 3183-1:1996(E)
0 IS0
3.2.2.4 longitudinal seam submerged arc-welded pipe: Pipe having the automatic submerged arc-welding process defined in 3.2.1.2 (a).
one longitudinal
3.2.2.5 gas metal arc-welded pipe: Pipe having one longitudinal continuous gas metal arc-welding process defined in 3.2.1.2 (b).
or helical
3.2.2.6 combination gas metal arc- and submerged helical seam produced by a combination of the welding
arc-welded processes
seam produced
seam
produced
by
by the
pipe: Pipe having one longitudinal defined in 3.2.1.2 (a) and 3.2.1.2 (b)
or
3.2.2.7 double seam submerged-arc welded pipe: Pipe having two longitudinal automatic submerged-arc welding process defined in 3.2.1.2 (a).
seams produced
by the
3.2.2.8 double seam gas metal arc-welded pipe: Pipe having gas metal arc-welding process defined in 3.2.1.2 (b).
seams
by the
two longitudinal
3.2.2.9 double seam combination gas metal arc- and submerged arc-welded longitudinal seams produced by a combination of the welding processes defined lb). 3.2.2.10 helical seam submerged automatic submerged arc-welding weld pipe.) 3.2.3
arc-welded pipe: Pipe having one helical seam produced by the process defined in 3.2.1.2 (a). (This type of pipe is also known as spiral
Longitudinal
3.2.3.2 submerged arc-weld: process defined in 3.2.1.2 (a).
seam
Longitudinal
weld
produced
by the
3.2.3.4
strip/skelp
3.2.3.5
jointer
3.2.3.6
tack weld:
end weld:
weld:
Imperfections
electric-welding
or helical seam weld produced
3.2.3.3 gas metal arc-weld: Longitudinal seam weld produced metal arc-welding process defined in 3.2.1.2 (b).
in whole
process
by the submerged
defined
in
h I* ! 5, I. i
arc-welding
or in part by the continuous
gas
seam weld that joins two pieces of pipe together.
Seam weld used to align the abutting
edges until the final seam welds are produced.
and defects is a discontinuity
3.2.4.2 A “defect” is an imperfection accordance with this part of IS0 3183.
or irregularity
of sufficient
in the product
magnitude
detected
to preclude
by methods
acceptance
outlined
in
of the product
in
Designation
The steels specified
in this part of IS0 3183 are designated
as shown in table 2 differing
NOTE 3 In annex H a comparison of these steel designations with those specified in ANSI/API
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! t, 1 1
Seam weld that joins plate or strip ends together.
Circumferential
3.2.4.1 An “imperfection” this part of IS0 3183.
4
pipe: Pipe having two in 3.2.1.2 (a) and 3.2.1.2
Types of seam welds
3.2.3.1 electric-weld: 3.2.1 .I (b).
3.2.4
produced
from ISO/TR 4949. Spec 5L [II is given.
0 IS0
5
IS0 3183-1:1996(E)
Information
to be supplied
by the purchaser
In placing orders for line pipe to be manufactured in accordance should specify the following on the purchase order:
with this part of IS0 3183 the purchaser
IS0 3183-1
.................................................................................... Specification Quantity ............................................................................................ Grade or class .................................................................................. Type of pipe .....................................................................................
tables 2 and 3 3.2.2
Size Nominal size Threaded pipe ....................................................................... Extra-strong threaded pipe .................................................. Plain-end pipe ....................................................................... Extra-strong plain-end pipe ................................................. Double-extra-strong plain-end pipe ....................................
table table table table table
6 7 8 8 8
Outside diameter Regular-mass plain-end pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . table 8 Special plain-end pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . table 8 Mass per metre or wall thickness .................................................. Nominal length ................................................................................ End finish ......................................................................................... ....................................... Delivery date and shipping instructions
The purchaser should also state stipulations, which are optional:
on the
purchase
order
7.6.1, 7.6.3 7.6.5 7.6.9
his requirements
concerning
................................................................................................ Document of compliance Chemical analysis test reports ........................................................................................ on jointers ..................... Acceptance and maximum allowable length requirements Jointers for threaded pipe ............................................................................................... pipe .................................................................................. Threaded ends, extra-strong Alternative bevel, plain-end pipe with outside diameter > 60,3 mm .......................... Special coupling pipe ends ............................................................................................. Power-tight make-up ....................................................................................................... inspection for laminations ..................................................... Special non-destructive Defect repair procedures ................................................................................................. Bare pipe - special coatings ............................................................................................ Method of welding jointers ............................................................................................. Purchaser inspection .......................................................................................................
Attention parties:
is called to the following
stipulations
which
are subject
to agreement
Strip end welds ................................................................................................... ........................................................................................ Chemical composition Intermediate grades ............................................................................................ .................................................................................. Flattening test orientation Intermediate diameters ...................................................................................... Intermediate wall thickness ............................................................................... requirements ............................................................................ Supplementary
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the following
8.1.1 8.1.2 7.6.7 7.6.7 7.6.9.1 7.6.9.3 7.6.9.5 7.6.9.2 G.3.9 G.6, G.7, G.8 10 annex A annex F
between
the interested
6.5 7.2.1. 1, 7.2.1, 7.3.2, table B.l 8.5.2.2, figure 3 7.6.2 7.6.3 annex D
5
IS0 3183-1:1996(E)
0 IS0
NDT electric welds .............................................................................................. NDT seamless pipe ............................................................................................. hydrostatic test ......................................................................... Supplementary Hydrostatic test pressure .................................................................................... Lengths applied to carloads ............................................................................... length and length tolerances ...................................................... Nonstandard ............................................................................................... Welded couplings Thread protectors ................................................................................................ pipe ............................................................ Repair of welds of electric-welded ........................................................................................ Marking requirements This information
should
preferably
be given in the way indicated
8.9, SR7 8.9, SR2 8.10.9.4 8.10.9.3 7.6.8.6, table 11 7.6.5 c.1 7.6.9 8.10.11.3.4, G.5 b) 9.2, 9.3, 9.7
in the following
example.
EXAMPLE Delivery of 1 500 m regular-mass plain-end pipe of grade L290 with an outside diameter of 457,0 mm, a wall thickness of IO,3 mm and a nominal length of 12 m (see table 111, with document of compliance. Designation
5 I, t
in the order:
1 500 m pipe IS0 3183-1-L290-457,0x10,3x12-with
document
II I
of compliance.
/
i r ;‘:
6
Manufacturing
5 k
I’
6.1
Pipe manufacturing
Pipe complying
t j,
with this part of IS0 3183 shall be subject to the limitations
specified
in table 1. i i.,
6.1.1 Electric-welded pipe in grades higher than L290, the weld seam and the entire heat affected zone shall be heat treated so as to simulate a normalizing heat treatment (see note 41, except that, by agreement between the interested parties, alternative heat treatments or combinations of heat treatment and chemical composition may be substituted. Where such substitutions are made, the manufacturer shall demonstrate the effectiveness of the method selected using a mutually agreed upon procedure, which may include, but is not necessarily limited to, hardness-testing, microstructural evaluation, or mechanical testing. For grades L290 and lower, the weld seam shall be similarly heat treated, or the pipe shall be processed in such a manner that no untempered martensite remains.
L I,’ i I I I j’ /
NOTE 4 During the manufacture of electric-welded pipe, the product is in motion through the surrounding air. Normalizing is usually defined as “cooling in still air”, hence, the phrase “to stimulate a normalizing heat treatment“ is used.
!” 1’ I
pipe, at least one pass shall be on the inside and at least
I
6.1.3 Combination gas metal arc- and submerged arc-welded pipe, the gas metal arc-welding process shall be continuous and first, and followed by the automatic submerged arc-welding process with, at least, one pass on the inside and one pass on the outside.
I
6.1.2 Longitudinal seam submerged one pass shall be on the outside.
arc-welded
6.1.4 Double seam submerged arc-welded pipe, the seams shall be approximately 180” apart. For each seam, at least one pass shall be on the inside and at least one pass shall be on the outside.
.-
:
/ i --``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
1,
6
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k
IS0 3183-1:1996(E)
0 IS0
6.1.5 Double seam gas metal arc-welded pipe, the seams shall be approximately 180” apart. seam, at least one pass shall be on the inside and at least one pass shall be on the outside.
For each
6.1.6 Double seam combination gas metal arc- and submerged arc-welded pipe, the seams shall be approximately 180” apart. For each seam, the gas metal arc-welding shall be continuous and first, and followed by the automatic submerged arc-welding process with at least one pass on the inside and one pass on the outside. 6.1.7 Tack welds shall be made by manual or semi-automatic submerged arc-welding; electric-welding; gas metal arc-welding; flux cored arc-welding; or shielded metal arc-welding using low hydrogen electrodes. Tack welds shall be removed by machining or remelted during subsequent welding of the seam. 6.1.8 Helical seam submerged pass shall be on the outside.
6.2
arc-welded
pipe, at least one pass shall be on the inside and at least one
Cold expansion
6.3
Material
The width of plate or strip used to manufacture times the pipe outside diameter.
6.4
helical seam pipe shall be not less than 0,8 or more than 3
Heat treatment
The heat with this relieved, clause 9
6.5
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Pipe complying with this part of IS0 3183, except continuous welded, shall be either non-expanded or cold expanded at the option of the manufacturer unless otherwise specified on the purchase order. Suitable provision shall be incorporated to protect the weld from contact with the internal expander during mechanical expansion.
treating process shall be performed in accordance with a documented procedure. Pipe complying part of IS0 3183 may be as rolled, normalized, normalized and tempered, subcritically stressor subcritically age-hardened; and grades L290 and higher may be quenched and tempered. (See for applicable marking requirements.)
Strip end welds - helical seam pipe
Junctions of strip end welds and helical seam welds in finished pipe shall be permitted only at distances greater than 304,8 mm from the pipe ends. By agreement between the interested parties, strip end welds shall be permitted at the pipe ends, provided there is a circumferential separation of at least 152,4 mm between the strip end weld and the helical seam weld at the applicable pipe ends. Strip end welds in finished pipe shall be properly prepared for welding and shall be made by automatic submerged arcwelding, automatic gas metal arc-welding, or a combination of such welding procedures.
6.6
Traceability
The manufacturer shall establish and follow procedures for maintaining required cast and/or lot tests are performed and conformity with standard
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cast and/or requirements
lot identity until all has been shown.
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IS0 3183-1:1996(E)
0 IS0
Table 1 - Process of manufacture Grade
Type of pipe
L175 X X X
Seamless Continuous welded Electric-welded Longitudinal seam submerged arc-welded Gas metal arc-welded Combination gas metal arc- and submerged arc-welded Double seam submerged arc-welded’) Double seam gas metal arc-welded’) Double seam combination gas metal arc- and submerged arcwelded’) Helical seam submerged arc-welded2)
L210 to L555 X X X X X X X X X
1) Double seam pipe is limited to outside diameter 2 914,0 mm. 2) Helical seam pipe is limited to outside diameter 2 114,3 mm.
7 7.1
Requirements General
The requirements specified in this part of IS0 3183 apply under the conditions that the relevant specifications for sampling, test piece preparation and test methods given in 8.5.2 and 8.10 are complied with. Pipe manufactured as grade L415 or higher lower without purchaser’s approval.
7.2
Chemical
shall not be substituted
for pipe ordered
for grade
L360 or
composition
7.2.1 The composition of pipe complying with this part of IS0 3183, as determined by cast analysis for pipe other than grade L555, shall conform to the chemical requirements specified in table 2, except that, by agreement between the purchaser and the manufacturer, carbon contents higher than those specified may be used. The composition of intermediate grades (higher than L290) shall conform to chemical requirements agreed upon between the interested parties, and such requirements shall be consistent with the requirements specified in table 2 for the applicable type of pipe. For grades L290 and higher, by agreement between the purchaser and the manufacturer, elements other than niobium, vanadium, and titanium may be used; however, caution should be exercised in the determination of the quantity that may be present for any particular size and thickness of pipe, because the addition of such otherwise desirable elements may alter the weldability of the pipe. NOTE 5 Class II steel is rephosphorized somewhat more difficult to bend.
and probably
has better threading
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8
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properties
than Class I but may be
0 IS0
IS0 3183-1:1996(E)
Table 2 - Chemical Type of pipe
requirements
for cast analysisg), % by mass
Grade and class
Carbon max.‘)
Manganese min. max.
Phosphorus min. max.
Sulfur max.
0,21 0,21 0,22 0,27 0,29 0,31 0,294’ 0,26
0,30 0,30 -
0,045 -
0,030 0,030 0,030 0,030 0,030 0,030 0,030 0,030
seamless Non-expanded Non-expanded Non-expanded Non-expanded Non-expanded Non-expanded Cold expanded Non-expanded
or or or or
cold cold cold cold
expanded expanded expanded expanded
or cold expanded
L175, Cl I L175, Cl 112) L210 L2453’ L2905’ L3205’, L3605) L2905’ L3205) L3605’ L39d5) s), L4; 55’a
Non-expanded
or cold expanded
L450, L485, L555
1 -
(By agreement
0,60 0,60 0,90 I,15 I,25 I,35 I,25 I,35 between
0,030 0,080 0,030 0,030 0,030 0,030 0,030 0,030
the interested
parties.)
Nelded Electric-welded welded only Electric-welded welded only Non-expanded Non-expanded Non-expanded Non-expanded Cold expanded Non-expanded Non-expanded Non-expanded Non-expanded
or continous
L175, Cl I
0,21
0,30
0,60
-
0,030
0,030
or continous
L175, Cl 112)
0,21
0,30
0,60
0,045
0,080
0,030
0,030 0,030 0,030 0,030 0,030 0,030 0,030 0,030 0,0309’
0,030 0,030 0,030 0,030 0,030 0,030 o,o30*’ 0,030 0,0309’
or cold expanded or cold expanded or cold expanded
or or or or
cold cold cold cold
expanded expanded expanded expanded
L210 L245” L2905’ L3205’, L3605) L3205’, L3605) L3905) s), L4155) 6, L4505’ 7’ L4856’ L5559’
0,21 0,26 0,28 0,30 0,28 0,26 0,26 0,23*) 0,18*’ g’
-
0,90 I,15 I,25 I,25 I,25 I,35 I,40 1,60*) 1 I 808) 9
-
1) For grades L290 to L450 for each reduction of 0,Ol % below the specified maximum carbon content, an increase of 0,05 % above the specified maximum manganese content is permissible, up to a maximum of I,45 % for L360 and lower and up to a maximum of I,60 % for grades higher than L360. 2) Class II steel is rephosphorized. (See 7.2.1 for note on bending and threading properties.) 3) Niobium, vanadium, titanium, or combinations thereof, may be used by agreement between the interested parties. 4) For cold expanded seamless pipe with 2 508 mm outside diameter, the maximum carbon content shall be 0,28 %. 5) Niobium, vanadium, titanium, or combinations thereof, may be used at the discretion of the manufacturer. 5) Other chemical compositions may be furnished by agreement between the interested parties. 7) For grade L450 welded pipe with 2 406,4 mm outside diameter with a wall thickness of 12,7 mm or less, the chemical composition shall be as shown or as agreed upon between the interested parties; for all other outside diameters and wall thicknesses of such pipe, the chemical composition shall be as agreed upon between the interested parties. B) For each reduction of 0,Ol % below the specified maximum carbon content, an increase of 0,05 % above the specified maximum manganese content is permissible, up to a maximum of 2,00 %. 9) For grade L555, limits are for product analysis only, thereby eliminating the need for product analysis tolerances in 7.2.2.
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0 IS0
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IS0 3183-1:1996(E)
7.2.2 The product analysis shall conform following permissible variations for product in table 2 are for product analysis:
to the chemical requirements shown in table 2, within the analysis, except for grade L555 pipe where the requirements
Carbon, %: Seamless pipe All non-expanded and cold expanded outside diameter c 508 mm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Cold expanded 508 mm outside diameter and larger in grades L290 and higher . . . . . . . . . . . . . . . . .
+ 0,03 + 0,04
pipe . . . . . . . . . . . . . . . . . . . . ..*.................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
+ 0,04
Welded Manganese,
%:
All grades up to L240 ......................................................................................................................... Where minimum is specified ............................................................................................................ Grade L290 and higher ...................................................................................................................... Phosphorus, %: .................................................................................................................................. Where minimum is specified ............................................................................................................ Sulfur, %: ............................................................................................................................................
7.3
Mechanical
7.3.1
Acceptance
7.3.2
0,05 0,05 0,lO 0,Ol 0,Ol 0,Ol
properties criteria
These shall be in conformity -
+ + + +
with the requirements
of
tensile test in 8.10.2; flattening test in 8.10.3; bend test in 8.10.4; guided-bend test in 8.10.5; weld ductility test in 8.10.6; fracture toughness test in 8.10.7; hydrostatic test in 8.10.9. Requirements
for tensile
strength
Grades L175, L210, L245, L290, L320, L360, L390, L415, L 450, L485 and L555 shall conform to the tensile requirements specified in table 3. Other grades intermediate to the listed grades between L290 and L555 shall conform to tensile requirements agreed upon between the interested parties, which requirements shall be consistent with those specified in table 3. For cold expanded pipe, the ratio of body yield strength and body ultimate tensile strength shall not exceed 0,93. The yield strength shall be the tensile stress required to produce a total elongation of 0,5 % of the gauge length as determined by an extensometer.
1 I I 1 /I i s ;i 1 h i 1 j 1I 1 1; i[ 1I
1 1I /E t
!I / I
10
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/k I i! I
IS0 3183-1:1996(E)
0 IS0
Table 3 - Tensile requirements
1) These values apply to transverse specimens taken from the pipe body. When longitudinal specimens are tested (see figure 4) the values of elongation shall be 2 units higher.
Requirements
for fracture
For grade L555, the following
toughness
fracture
toughness
requirements
Table 4 - SR3 mandatory Minimum
impact
energy
toughness
Minimum
impact
70
energy at 0 “C
Minimum
based on
DVVlT shear area at 0 “C
I
% Average of 2 specimens from one cast all cast averages
27
60
For grades lower than L555 optional tests can be specified SR3 or SR4 or any combination of these.
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40
SR3B and SR4 mandatory toughness requirements Charpy and drop weight tear tests
J Average of 3 specimens all cast averages from one cast I 68
shear area at 0 “C
% Average of 3 specimens from one cast all cast averages
27
Table 5 - Optional
for all diameters.
requirements Minimum
at 0 “C
J Average of 3 specimens all cast averages from one cast 68
are mandatory
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7.3.3
by the purchaser
I
40
in accordance
with annex D,
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0 IS0
IS0 3183-1:1996(E)
7.4
Metallurgical
requirement
For grades higher than L290, full body normalized pipe excluded, compliance with the requirement of 6.1.1 that the entire heat affected zone be heat treated shall be demonstrated by metallographic examinations of a weld cross-section.
7.5
Appearance,
imperfections
7.51
For workmanship,
7.5.2
For the acceptance
7.6
Dimensions,
and defects
visual inspection
and repair of defects annex G applies.
limits for non-destructive
inspection
I1/ 1 / t1 s
8.10.11 applies.
masses and tolerances
7.6.1 General-Dimensions and masses: Line pipe shall be made in the outside diameters, wall thicknesses, and masses provided in tables 6, 7, 8 and 9 and in 7.6.2 and 7.6.3, respectively or in the relevant dimensions and masses given in IS0 4200, as specified on the purchase order. The plain-end M=
mass M shall be calculated
(D-T)xTx0,024
using the following
I/ [ II i 1 1 1 I
formula:
6615
where
T
is the mass per unit length, in kilograms per metre, rounded to the nearest 0,Ol kg/m; is the outside diameter, in millimetres, rounded to the nearest 0,l mm for sizes < 457,0 mm, and 1 mm for sizes 2 457,0 mm; is the specified wall thickness, in millimetres, rounded to the nearest 0,l mm.
The coefficient 7.6.2
takes into account a density equal to 7,85 kg/dm3.
Diameter
The outside diameter shall be within the tolerances specified in 7.6.8.1 (inside diameters are governed by the outside diameter and mass tolerances). Pipe in grades L290 and higher with outside diameters intermediate to those listed in table 9 is available in outside diameters 2 508,O mm by agreement between the interested parties. Such pipe shall be consistent with all requirements of this part of IS0 3183 and shall be marked with the specified outside diameter. For threaded pipe, the outside diameter at the threaded ends shall be such that the thread length L4 and the number of full-crest threads in that length are within the dimensions and tolerances specified in IS0 10422 (inside diameters are governed by the outside diameter and mass tolerances). 7.6.3
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M D
II IE 1 !I
Wall thickness
The wall thickness at any place shall be within shall not be limited by the plus tolerance.
the tolerances
specified
in 7.6.8.4 except that the weld area
8
Pipe with wall thicknesses intermediate to those listed in tables 8 and 9 is available by agreement between the interested parties. Such pipe shall be consistent with all requirements of this part of IS0 3183 and shall be marked in accordance with clause 9 using the specified wall thickness to calculate M .
12
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IS0 3183-1:1996(E)
0 IS0
7.6.4
Mass
The masses determined as described in 8.10.10.3 shall conform to the specified masses or calculated masses for plain-end pipe, or to the specified calculated masses (or adjusted calculated masses) for threaded-and-coupled pipe, within the tolerances specified in 7.6.8.5. Calculated M,
masses shall be determined
= (MXL)
in accordance
with the following
formula:
+ c&j
where is is is is
the the the the
For plain-end
7.6.5
calculated mass of a pipe of length L, in kilograms; plain-end mass per unit length, in kilograms per metre; length of pipe, including end finish, as defined in 7.6.5 and 8.10.10.4, in metres; mass gain or loss due to end finishing, in kilograms. pipe, eM equals zero.
Length
Unless otherwise agreed upon between the interested parties, and within the length tolerances shown in table 11, as specified 7.6.6
pipe shall be made in the nominal on the purchase order.
lengths
Straightness
Pipe in grades L175, L210 and L245 of an outside diameter less than 114,3 mm shall be reasonably For all other pipe the deviation from a straight line shall not exceed 0,2 percent of the length. 7.6.7
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M, M L eM
straight.
Jointers
When specified on the purchase order, jointers (two lengths of pipe coupled together by the manufacturer, or two lengths of pipe welded together by the manufacturer in accordance with the requirements of annex A or other equivalent method as agreed between the interested parties), may be provided; however, no length used in making a jointer shall be shorter than 1 520 mm. Double joints are not within the purview of this part of IS0 3183. Double joints are defined as two or more lengths of pipe welded together by parties other than the manufacturer, or two or more lengths welded together by the manufacturer in accordance with requirements other than those of annex A.
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IS0 3183-1:1996(E)
0 IS0
Table 6 - Threaded
line pipe dimensions,
masses and test pressures
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1 ,
I
I
I
i i j I i
k
1 [
1
; i: t f i r 1 i,
i
I) Nominal masses, threads and coupling are shown for the purpose of identification in ordering. 2) Mass gain due to end finishing. See 7.6.4. 3) The test pressures have been calculated on the basis of the formula in 8.10.9.3 for standard test pressure those for grades L175 (all values) and L210/L245 (up to nominal size 2) which were established arbitrarily. 4) 100 kPa = 1 bar.
;
except 1 !:
Trianglestamp keenote)
I I i //
-D
I I
,’ i
Basic power-tight make-up
Hand-tight make-up /
(See table
6 for pipe dimensions,
table
C.l for coupling
dimensions
and IS0
Figure 1 - Line pipe and coupling
10422 for thread
details.) i i 8.
j
14
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i i
IS0 3183-1:1996(E)
0 IS0
Table
7 - Extra-strong
threaded
line pipe
dimensions,
masses
and test
pressures
T-
Nominal size designation
118 l/4 318
I/2 314 1
1 1 2 2 3 3 4
II4 l/2 l/2 l/2
5
6 8 10 12
Uominal mass designation, threads and coupling’)
Outside diameter
'1
Wall thickness
Minimum
test pressure2) Grade
D
T
mm IO,3
mm
0,31 0.54 0.74 I,09 I,48 2,18 3,02 3,66 5,07 7.73 10133 12,63 15,17 21,09 28,89 43,90 55,82 66,7 1
13,7 17,l 21,3 26,7 33,4 42,2 48,3 60,3 73.0 88,9 101,6 114,3 141,3 168,3 219,l 273,0 323,8
L175
1
L210
1 L245
100 kPa3)
2,4 3.0 312 3,7
33 4,5
43 5,l 5,5 7.0 7;6 8.1 816 93 II,0 12,7 12,7 12,7
1) Nominal masses, threads and coupling are shown for the purpose of identification in ordering. 2) Test pressures established arbitrarily. For grades L210 and L245 (nominal size 2 2Y2) the values have been calculated on the basis of the formula in 8.10.9.3 for standard test pressure. 3) 100 kPa = 1 bar.
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15
0 IS0
IS0 3183-1:1996(E)
Table 8 - Plain-end
line pipe dimensions’),
masses and test pressures2)
L175
1 L210
1) Outside diameter and wall thickness dimensions shown are subject to tolerances as described Inside diameters are nominal and are given here for information (see 7.6.2). 2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3. 3) Test pressures established arbitrarily. 4) 100 kPa = 1 bar.
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16
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1 L245
in 7.6.8.
masses and test pressures2)
(to be ordered
according
to outside
diameter)
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Table 9 - Plain-end
line pipe dimensionsl),
2 718 3 l/23’
13,69
73,0
14,0
45,0
96
172
172
207
207
207
207
207
207
207
207
3,03
88,9
84,7
41
60
69
82x
91x
102x
111x
118x
128x
137x
157x
3 I/23’
3,95
88,9
ZJ 2.8
83,3
55
79
93
110x
121x
136x
147x
157x
170x
183x
207
I) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for information (see 7.6.2). 2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3. 3) These sizes are special plain-end mass sizes. All other sizes are regular-mass, see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masses intermediate to regular-masses shall be considered regular-mass; masses intermediate to special-plain-end masses and masses intermediate between the heaviest tabulated specialplain-end masses and the highest regular-masses shall be considered special-plain-end mass. 4) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15). Sizes for which an alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with maximum values to be considered) may be requested are marked by ‘x” after the standard test pressure. L175 values were established arbitrarily. 5) 100 kPA = 1 bar
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Table
9 (continuedl-
Designation Size Mass M
Outside diameter D
Plain-end Wall thickness T
line pipe Inside diameter d
dimensions’),
masses
and test
pressures*’ Minimum
L175
1 L210
1 L245
1 L290
1 L320
(to be ordered test pressure4), (
L360
according
to outside
diameter)
100 kPa5)
1 L390
1 L415
1 L450
1 L485
207 207 138x
j
207
1
1) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for information (see 7.6.2). ~2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3. 3) These sizes are special plain-end mass sizes. All other sizes are regular-mass, see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masses intermediate to regular-masses shall be considered regular-mass; masses intermediate to special-plain-end masses and masses intermediate between the heaviest tabulated specialplain-end masses and the highest regular-masses shall be considered special-plain-end mass. 4) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15). Sizes for which an alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with maximum values to be considered) may be requested are marked by .x. after the standard test pressure. L175 values were established arbitrarily. 5) lOOkPA=l bar
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207 207
Table
9 (continued)
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Designation Size Mass M
I 4 l/2 4 l/2
1 1
7,95 8.66
- Plain-end
Outside diameter D
mm
1
mm
1
mm
1
1 t
4.4 4.8
1 1
105,5 104.7
1 1
9,32
114,3 114,3
4 l/2
I 1
12,66
114,3 114.3
52 5.6 I i
114.3
6,0 6.4
I I
7,l
masses
and test
(to be ordered
pressure$ Minimum
114,3 114.3
IO,01 10.79 11.35
Inside diameter d
Wall thickness T
1 1
4 l/2 1 1
dimensions’),
(
4 l/2 4 l/2 4 l/2
line pipe
L175
/
L210
83
1 1
97 106
1 L245
/
L290
j
L320
1 1
1 1
134x 146x
1 1
148x 161x
test pressure4), /
L360
according
1 L390
I 113 123
1 1
166x 181x
1 1
1
180x 197x
-
115
134
158x
175x
197x
207
103,l
83
123
144
170x
190x
207
207
I I
100,l
83 -
I
132
I
154
I
183x
j
202x
j
207
j
1
141
1
165
1
195x
j
207
j
207
j
-
157
183
207
207
207
207 207 207
4 l/2
13.96
114,3
73
98.5
-
174
193
207
207
207
207
4 l/2 4 l/2
14,98 19,oo
114,3 114,3
8,6 II,1
97,1 92,1
117 -
190 193
193 193
207 207
207 207
207 207
207 207
-
193
193
207
207
207
207
-
193 37
193 44
207 52x
207 57x
207 64x
207 70x
4 l/2
22,51
114,3
13,5
87,3
4 l/2 5 9/l 63’
27,54 4,86
114,3 141,3
17,l
80,l 137,l
1 5 9/l63’ 5 9/l 63’
1
7,26 9,Ol
1
141.3
z1 1
3.2
1
134.9
1
diameter)
100 I
103.9 102,3 101.5
to outside
48
141.3
4,O
133.3
59
1
57
1
71
67 83
1
79x 99x
1
87x 109x
1
98x 122x
1
106x 132x
113x 141x
1
122x
1
153x
132x
1
185x
151x
5 9/l 63’
IO,79
141,3
71
96
100
118x
130x
147x
159x
169x
12,50
141,3
48 56
131,7
5 9/l 63’
130,l
83
100
117
138x
152x
171x
186x
197x
1
207
1
207
1
207
5 9/l63’
14.62
141.3
6.6
128,l
98
118
137
163x
179x
202x
207
207
1
207
1
207
1
207
5 9/l 63’
15,85
141,3
7,l
127,l
108
127
148
175x
193x
207
207 207 207
1
207
1
207
1
207
5 9/l 63’
17,50
141,3
7,9
125,5
117
141
164
195x
207
207
5 9/I 63’
19.17
141,3
8,7
123,9
129
155
181
207
207
207
207
5 9116 5 9/l 63’
20,78 27.04
141,3 141.3
93 12.7
122,3 115.9
141 189
169 193
193 193
207 207
207 207
207 207
207 207
5 9/l 63’
32,96
141,3
15.9
109,5
193
193
193
207
207
207
207
5 9116
38,55
141,3
19.1
103,l
193
193
193
207
207
207
207
183x
198x
207
1) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for informatior (see 7.6.2). 2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3. 3) These sizes are special plain-end mass sizes. All other sizes are regular-mass, see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masses intermediate to regular-masses shall be considered regular-mass; masses intermediate to special-plain-end masses and masses intermediate between the heaviest tabulated special. plain-end masses and the highest regular-masses shall be considered special-plain-end mass. 4) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15). Sizes for which an alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with maximum values to be considered) may be requested are marked by .x” after the standard test pressure. L175 values were established arbitrarily. 5) 100 kPA= 1 bar
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
1
189x
1
9 (continued)
- Plain-end
Designation Size Mass M
Outside diameter
6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
5/83’ 5/83’ 5/83’ 5/83’ 5/83’ 518 518 518 518 518 518 518 518 518 518 518 518 518 518 518 518
5,80 7,59 8,88 9,76 IO,78 II,85 12,92 13,92 14,98 17,02 18,97 21,04 23,08 25,03 28,57 32,7 1 38,39 40,05 45,35 47,06 53,73
D mm 168,3 168,3 168,3 168,3 168.3 168.3 168,3 168,3 168,3 168,3 168,3 168,3 168,3 168,3 168,3 168,3 168,3 168,3 168,3 168,3 168,3
; 8 8 8 8 8 8 8 8
g:i 518 518 518 518 518 518 518 518
II,35 14,ll 16,94 18,26 19,66 22,36 24,70 27,70 28,55 30,42
219,l 219,l 219,l 219.1 219,l 219,l 219,l 219,l 219,l
line pipe
Wall thickness T
mm z1 23 32 33 4,O 4,4
48 52 56 64 7.1 789
887 93 II,0 12,7 14,3 15,9 18,3 19,l 22,2
32 4,O 4,8
52 56 64 7,O 73
82 8,7
dimensions’),
inside diameter d
masses
and test
pressures*) Minimum
(to be ordered
according
to outside
diameter)
100 kPa5)
test pressure4),
L2106’
L245’j)
L290
L320
L360
L390
L415
L450
L485
L555
mm 164,l 162,7 161,9 161,l 160,3 159,5 158,7 157,9 157,l 155,5 154,l 152,5 150,9 149.3 146,3 142,9 139,7 136,5 131,7 130,l 123,9
31 42 48 54 60 66 72 78 84 96 106 118 130 142 165 190 193 193 193 193 193
37 49 56 63 70 77 84 91 98 112 124 138 152 166 192 193 193 193 193 193 193
54 72 83 93 103 114 124 134 145 165 184 204 207 207 207 207 207 207 207 207 207
60 80 91 103 114 125 137 148 160 183 202 207 207 207 207 207 207 207 207 207 207
67 90 103 116 128 141 154 167 180 205 207 207 207 207 207 207 207 207 207 207 207
73 97 111 125 139 153 167 181 195 207 207 207 207 207 207 207 207 207 207 207 207
78 104 118 133 148 163 178 192 207 207 207 207 207 207 207 207 207 207 207 207 207
84 112 128 144 160 176 193 207 207 207 207 207 207 207 207 207 207 207 207 207 207
91 121 138 156 173 190 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207
103 137 157 176 196 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207
212.7 211.1 209,5 208,7 207,9 206,3 205,l 203,3 202.7 201,7
37 46 55 60 64 74 81 91 94 100
54 43 64 70 75 86 94 106 110 117
79 64 95 103 111 127 139 157 163 173
70 88 105 114 123 140 153 173 180 191
79 99 118 128 138 158 173 195 202 207
107 85 128 139 150 171 187 207 207 207
114 91 136 148 159 182 199 207 207 207
123 99 148 160 173 197 207 207 207 207
133 106 159 173 186 207 207 207 207 207
151 120 181 196 207 207 207 207 207 207
1) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for information (see 7.6.2). 2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3. 3) These sizes are special plain-end mass sizes. All other sizes are regular-mass, see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masses intermediate to regular-masses shall be considered regular-mass; masses intermediate to special-plain-end masses and masses intermediate between the heaviest tabulated special-plain-end masses and the highest regular-masses shall be considered special-plain-end mass. 4) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15). 5) 100 kPA = 1 bar 6) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may be requested. Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS /(__r-_..7-_-_
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Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT -
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Table
Table --``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
9 (continued)
Designation Size Mass
M 8 518 8 518 8 518 8 518 8 618 8 518 8 518 8 518 8 518 8 518 10 3143' 10 3143' 10 3143' 10 314 10 314 10 314 10 314 10 314 10 314 10 314 10 314 10 314 10 314 10 314 10 314 10 314 10 314 10 314 10 314
33,04 38,30 43,39 48,40 53,40 60,71 63,08 67,76 72,42 81,44 17,65 21,21 22,87 24,83 28,04 31,20 34,24 38,23 40,48 48,24 54,74 61,15 67,58 77,03 86,18 92.28 98,30 104,13 126.83
- Plain-end Outside diameter
line pipe
Wall thickness
dimensions’),
D
T
d
mm
mm
219,l 219,l 219,l 219,l 219,l 219,l 219,l 219,l 219,l 219,l 273,l 273,l 273,l 273,l 273,l 273,l 273,l 273,l 273,l 273,l 273,l 273,l 273,l 273,l 273.1 273,l 273,l 273,l 273,l
93 II,1 12,7 14,3 15,9 18,3 19,l 20,6 22,2 25,4 4,O
200,l 196,9 193,7 190,5 187,3 182,5 180,9 177,9 174,7 168,3 265,l 263,5 262,7 261,9 260,3 258,9 257,5 255,7 254,5 250,9 247,7 244,5 241,3 236,5 231,9 228,7 225,5 222,3 209,5
7,l
73 87 93 II,1 12,7 14,3 15,9 18,3 20,6 22,2 23,8 25,4 31.8
and test
pressures*’ Minimum
Inside diameter
mm
48 5.2 56 64
masses
(to be ordered test pressure4),
according
to outside
diameter)
100 kPa5)
L2 1 06)
L2456’
L290
L320
L360
L390
L415
L450
L485
L555
109 128 146 164 183 193 193 193 193 193 37 44 48 52 59 66 72 80 86 102 117 132 147 169 190 193 193 193 193
127 149 170 192 193 193 193 193 193 193 43 52 56 60 69 76 84 94 100 119 137 154 171 193 193 193 193 193 193
189 207 207 207 207 207 207 207 207 207 72 96 104 112 127 141 155 173 185 207 207 207 207 207 207 207 207 207 207
207 207 207 207 207 207 207 207 207 207 80 96 104 112 127 141 155 173 185 207 207 207 207 207 207 207 207 207 207
207 207 207 207 207 207 207 207 207 207 90 108 117 125 143 159 175 195 207 207 207 207 207 207 207 207 207 207 207
207 207 207 207 207 207 207 207 207 207 97 117 126 136 155 172 189 207 207 207 207 207 207 207 207 207 207 207 207
207 207 207 207 207 207 207 207 207 207 103 124 134 145 165 183 201 207 207 207 207 207 207 207 207 207 207 207 207
207 207 207 207 207 207 207 207 207 207 112 134 146 157 179 199 207 207 207 207 207 207 207 207 207 207 207 207 207
207 207 207 207 207 207 207 207 207 207 121 145 157 169 193 207 207 207 207 207 207 207 207 207 207 207 207 207 207
207 207 207 207 207 207 207 207 207 207 137 164 178 192 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207
1) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here fo information (see 7.6.2). 2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3. 3) These sizes are special plain-end mass sizes. All other sizes are regular-mass, see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masse intermediate to regular-masses shall be considered regular-mass; masses intermediate to special-plain-end masses and masses intermediate between thj heaviest tabulated special-plain-end masses and the highest regular-masses shall be considered special-plain-end mass. 4) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15). 5) 100 kPA = 1 bar 5) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may bi requested.
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
Table 9 (continued) Designation Size Mass
- Plain-end
23,ll 25.22 27,20 29,31 33,38 37,42 41,45 43,77 45‘58 49.56 53,52 57,59 65,42 73,15 80,93 88.63 96.12 103,53 1 IO,97 118,33 125,49 132,57 139,67 153,53 27.73 29,91 30.93 32.23 36,71
12 3143’ 12 3143’ 12 3143’ 12 3143’ 12 3143’ 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 143’ 143’ 143) 143’ 143’
Wall thickness
Outside diameter
M
line pipe dimensionsl), Inside diameter
D
T
d
mm
mm
mm
4,4
315,l 314,3 313,5 312,7 311,l 309,7 308,l 307,l 306,5 304,9 303,3 301,7 298,5 295,3 292,l 288,9 285,7 282,7 279,5 276,3 273,l 269.9 266,7 260,3 346,0 345,2 345,0 344,4 342,8
323,9 323,9 323,9 323.9 323,9 323,9 323,9 323,9 323‘9 323,9 323.9 323.9 323.9 323,9 323,9 323,9 323,9 323,9 323,9 323.9 323.9 323.9 323,9 323,9 355,6 355,6 355,6 355,6 355,6
masses and test pressures2)
4.8 52 56 64 7,l 73
8A 8.7 92 IO,3 11,l 12,7 14,3 15,9 17,5 19,l 20.6 22,2 23.8 25.4 27,0 28.6 31,8
48 52 5,3
56 64
Minimum
(to be ordered test pressure4),
according
to outside
diameter)
100 kPa5)
L21 06’
L245’j’
L290
L320
L360
L390
L415
L450
L485
L555
34 37 40 44 50 55 61 65 68 74 80 86 99 111 124 136 149 160 173 185 193 193 193 193 34 37 38 40 45
40 44 47 51 58 64 72 76 79 86 93 101 115 130 144 159 173 187 193 193 193 193 193 193 40 43 44 46 53
59 64 70 75 86 95 106 113 117 128 138 149 171 192 207 207 207 207 207 207 207 207 207 207 67 72 73 78 89
65 71 77 83 95 105 117 124 129 141 153 164 188 207 207 207 207 207 207 207 207 207 207 207 73 80 81 86 98
73 80 87 93 107 118 132 140 145 158 172 185 207 207 207 207 207 207 207 207 207 207 207 207 83 89 91 96 110
79 87 94 101 116 128 143 152 157 172 186 200 207 207 207 207 207 207 207 207 207 207 207 207 89 97 99 104 119
85 92 100 108 123 136 152 161 167 183 198 207 207 207 207 207 207 207 207 207 207 207 207 207 95 103 105 111 127
92 100 108 117 133 148 165 175 181 198 207 207 207 207 207 207 207 207 207 207 207 207 207 207 103 112 114 120 138
99 108 117 126 144 159 177 189 195 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 111 121 123 130 148
112 122 132 143 163 181 201 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 126 137 139 147 168
I) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for information (see 7.6.2). ?) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3. 3) These sizes are special plain-end mass sizes. All other sizes are regular-mass, see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masse: intermediate to regular-masses shall be considered regular-mass; masses intermediate to special-plain-end masses and masses intermediate between thr heaviest tabulated special-plain-end masses and the highest regular-masses shall be considered special-plain-end mass. I) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15). 5) 100 kPA = 1 bar 3) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may br requested. --``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS -~--yi-.+----~-
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Table
9 fcontinued)
Designation Size Mass
14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 163’ 163’ 163’ 163’ 163’ 16 16 16 16 16 16 16
- Plain-end Outside diameter
line pipe
Wall thickness
dimensions’),
masses
and test
Inside diameter
pressures2) Minimum
(to be ordered test pressure4),
according 100
to outside
diameter)
kPa5)
M
D mm
T mm
d mm
L2106’
L2456’
L290
L320
L360
L390
L415
L450
L485
L555
41,17 45,61 50,17 54,57 58,94 63,44 67,78 72,09 80.66 89,28 97,81 106,13 114,37 122,65 130.85 138,84 146,74 154,69 170,21 31,75 34,25 36,91 42.05 47.17 52.27 57,52 62,58 67,62 72,80 77,79 82,77
355,6 355,6 355,6 355,6 3556 355,6 355,6 355,6 355,6 355,6 355,6 355,6 355,6 355,6 355,6 355,6 355,6 355,6 355.6 406.4 406.4 406,4 406.4 406.4 406.4 406,4 406,4 406,4 406,4 406.4 406,4
7,1 789
341,4 339,8 338,2 226,6 335,0 333,4 331.8 330,2 327.0 323.8 320,6 317,4 314,4 311,2 308,O 304.8 301,6 298,4 292,l 396,8 396,0 395,2 393,6 392,2 390,6 389,0 387.4 385,8 384.2 382,6 381,0
50 56 62 67 73 79 84 90 101 113 124 135 146 157 169 180 191 193 193 30 32 35 40 44 49 54 59 64 69 74 79
59 65 72 79 85 92 98 105 118 131 145 158 170 184 193 193 193 193 193 35 38 41 46 51 57 63 69 75 80 86 92
98 110 121 132 143 154 165 176 198 207 207 207 207 207 207 207 207 207 207 58 63 68 78 86 96 106 115 125 135 144 154
109 121 133 145 158 170 182 194 207 207 207 207 207 207 207 207 207 207 207 64 70 75 86 95 106 116 127 138 149 159 170
122 136 150 163 177 191 205 207 207 207 207 207 207 207 207 207 207 207 207 72 78 84 96 107 119 131 143 155 167 179 191
132 147 ‘I62 177 192 207 207 207 207 207 207 207 207 207 207 207 207 207 207 78 85 91 104 116 129 142 155 168 181 194 207
141 157 173 188 204 207 207 207 207 207 207 207 207 207 207 207 207 207 207 83 90 97 111 123 137 151 165 179 193 207 207
153 170 187 204 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 90 98 105 120 134 149 164 179 194 207 207 207
165 183 202 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 97 105 114 130 144 160 177 193 207 207 207 207
187 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 110 120 129 147 163 182 200 207 207 207 207 207
8,7 985 IO,3 II,1 11,9 12,7 14,3 15,9 17,5 19,l 20,6 22.2 23,8 25,4 27,0 28,6 31,8
48 52 56 64 7,1 73
8,7 93 IO,3 11,l II,9 12.7
I) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here fo information (see 7.6.2). !) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3. i) These sizes are special plain-end mass sizes. All other sizes are regular-mass, see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masse: intermediate to regular-masses shall be considered regular-mass; masses intermediate to special-plain-end masses and masses intermediate between the heaviest tabulated special-plain-end masses and the highest regular-masses shall be considered special-plain-end mass. I) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15). i) 100 kPA = 1 bar ;) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may bc requested.
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
f5 w G w L L; 3 sp !I!!
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Table 9 (continued) Designation Size Mass
16 16 16 16 16 16 16 16 16 16 16 16 183' 183' 183' 183' 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18
- Plain-end Outside diameter
line pipe dimensions’),
Wall thickness
D
T
d
92,66 102,63 112,51 122,15 131,71 141,34 150,89 160,20 189.43 178,72 187,93 196,91 35,76 41,59 47,39 53,18 58,94 64,87 70,59 78,29 82,15 87,81 93,45 104.67 115.98 127.21 138,17 149,06 160,03 170.92 181,56
mm 406,4 406,4 406,4 406,4 406,4 406,4 406,4 406,4 406,4 406,4 406,4 406.4 457,0 457,0 457.0 457.0 457.0 457,0 457,0 457,0 457,0 457,0 457,0 457,0 457,0 457,0 457,0 457,0 457,0 457.0 457.0
mm 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8
mm 377.8 374,6 371,4 368,2 365,2 362,0 358,8 355,6 352,4 349.2 346,0 342,8 447,4 445,8 444,2 442,8 441,2 439,6 438,0 436,4 434.8 433.2 431,6 428.4 425,2 422,0 418,8 415,8 412,6 409,4 406,2
48 64 7,1 73 8,7 93 10.3 11.1 11,9 12.7 14,3 15,9 17,5 19,l 20,6 22,2 23.8 25.4
(to be ordered
according
to outside
diameter)
Minimum test pressure4! 100 kPa5)
Inside diameter
M
586
masses and test pressures*)
L2106' 89 99 109 118 128 138 148 158 167 177 187 193 26 31 35 39 44 48 52 57 61 66 70 79 88 96 105 114 122 131 140
L2456)
L290
L320
L360
L390
L415
L450
L485
L555
103 115 127 138 149 161 172 184 193 193 193 193 31 36 41 46 51 56 61 66 71 77 82 92 102 113 123 133 143 153 163
173 193 207 207 207 207 207 207 207 207 207 207 52 60 69 77 85 94 102 111 120 128 137 154 172 189 206 207 207 207 207
191 207 207 207 207 207 207 207 207 207 207 207 57 67 76 85 94 104 113 123 132 142 151 170 189 207 207 207 207 207 207
207 207 207 207 207 207 207 207 207 207 207 207 64 75 86 95 106 117 127 138 149 159 170 192 207 207 207 207 207 207 207
207 207 207 207 207 207 207 207 207 207 207 207 70 81 93 103 115 126 138 149 161 173 184 207 207 207 207 207 207 207 207
207 207 207 207 207 207 207 207 207 207 207 207 74 86 99 110 122 134 147 159 171 184 196 207 207 207 207 207 207 207 207
207 207 207 207 207 207 207 207 207 207 207 207 80 94 107 119 132 146 159 172 186 199 207 207 207 207 207 207 207 207 207
207 207 207 207 207 207 207 207 207 207 207 207 87 101 115 128 143 157 171 186 200 207 207 207 207 207 207 207 207 207 207
207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207
1) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here fc information (see7.6.2). 2) Test pressures applytothe standard grades.Forpressures applicableforothergradessee 8.10.9.3. 3) These sizes are special plain-end mass sizes. All other sizes are regular-mass, see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masse intermediate to regular-masses shall be considered regular-mass; masses intermediate to special-plain-end masses and masses intermediate between th heaviesttabulated special-plain-end masses and the highest regular-masses shall be considered special-plain-end mass. 4) Thetest pressures have been calculated on the basis ofthe formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15). 5) lOOkPA=l bar 6) An alternativetestpressure (1,25x standardtestpressure, roundedtothe next higher 100 kPAwith a maximum value of 19 300 kPato be considered) may b requested. Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
Table
9 (continued)
Designation Size Mass M 18 18 18 ;;31 203’ 203’ 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20
192,ll 202,75 213,31 223,61 46,27 52.73 59,18 65,60 72,21 78,60 84,96 91,51 97,83 104,13 116,67 129,33 141,90 154,19 166.40 178,72 190,96 202.92 214,80 226,78 238,68 250,31 261,86 273,51
- Plain-end Outside diameter D mm 457,0 457,0 457,0 457,0 508,O 508,O 508,O 508,O 508,O 508,O 508,O 508,O 508,O 508,O 508,O 508.0 508,O 508,O 508,O 508.0 508,O 508,O 508,O 508,O 508,O 508,O 508,O 508,O
line pipe
Wall thickness T mm 27.0 28,6 30,2 31,8
W 64 7,l 73
8,7 93 IO,3 II,1 II,9 12,7 14,3 15.9 17,5 19,l 20,6 22.2 23,8 25,4 27,0 28,6 30,2 31,8 33,3 34.9
dimensions’),
Inside diameter d mm 403,o 399,6 396,6 393,4 496,8 495,2 493,8 492.2 490,6 489,0 487,4 485,8 484,2 482,6 479,4 476,2 473,0 469,8 466,8 463,6 460,4 457.2 454.0 450,8 447,6 444,4 441,4 438,2
masses
and test
pressures2) Minimum
(to be ordered test pressure4),
according
to outside
diameter)
100 kPa5)
L2106)
L2456)
L290
L320
L360
L390
L415
L450
L485
L555
149 158 167 175 28 32 35 39 43 47 51 55 59 63 71 79 87 95 102 110 118 126 134 142 150 158 165 173
174 184 193 193 32 37 41 46 50 55 60 64 69 74 83 92 101 111 119 128 138 147 156 166 175 184 193 193
207 207 207 207 58 66 73 81 89 98 106 114 122 131 147 163 180 196 207 207 207 207 207 207 207 207 207 207
207 207 207 207 63 73 81 90 99 108 117 126 135 144 162 180 198 207 207 207 207 207 207 207 207 207 207 207
207 207 207 207 71 82 91 101 111 121 131 142 152 162 182 203 207 207 207 207 207 207 207 207 207 207 207 207
207 207 207 207 77 88 98 109 120 131 142 153 164 176 198 207 207 207 207 207 207 207 207 207 207 207 207 207
207 207 207 207 82 94 104 116 128 140 151 163 175 187 207 207 207 207 207 207 207 207 207 207 207 207 207 207
207 207 207 207 89 102 113 126 139 151 164 177 190 203 207 207 207 207 207 207 207 207 207 207 207 207 207 207
207 207 207 207 96 110 122 136 150 163 177 191 205 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207
207 207 207 207 109 125 138 154 170 185 201 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207
I) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for information (see 7.6.2). 2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3. 3) These sizes are special plain-end mass sizes. All other sizes are regular-mass, see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masses intermediate to regular-masses shall be considered regular-mass; masses intermediate to special-plain-end masses and masses intermediate between the heaviest tabulated special-plain-end masses and the highest regular-masses shall be considered special-plain-end mass. 1) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15). 5) lOOkPA=lbar 5) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may be requested.
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
Table 9 (continued) Designation Size Mass
223’ 223’ 223’ 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 243’ 243’ 24 24 24
- Plain-end Outside diameter
M
D
50,94 58,07 65,18 72,27 79,56 86,61 93,63 100,86 107,85 114,81 126,67 142,68 156.60 170,21 183,75 197.41 211,00 224,28 237,48 250,81 264,06 277,Ol 289,88 302,88 315,79 328.41 63,41 71.18 78,93 86,91 94,62
mm 559,0 559,0 559,0 559,0 559,0 559,0 559,0 559,0 559,0 559,0 559,0 559.0 559.0 559,0 559,0 559,0 559,0 559,0 559,0 559,0 559,0 559,0 559,0 559,0 559.0 559,0 610.0 610.0 610,O 610,O 610,O
line pipe
Wall thickness
T mm
5.6 6th 7,l 73
67 95 IO,3 II,1 II,9 12,7 14‘3 15.9 17.5 19,l 20,6 22.2 23,8 25,4 27,0 28.6 30,2 31,8 33,3 34,9 36,5 38,l
64 7,l 73
8,7 9.5
dimensions’),
masses
and test
Inside diameter
pressures2) Minimum
(to
be ordered
test pressure4),
according
to outside
diameter)
100 kPa5)
d
L210”’
L2456’
L290
L320
L360
L390
L415
L450
L485
L555
mm 547.8 546.2 544,8 543,2 541,6 540,o 538,4 536,8 535,2 533,6 530,4 527,2 524,0 520,8 517,8 514,6 511,4 508,2 505,o 501.8 498.6 495,4 492,4 489,2 486.0 482,8 597,2 595,8 594,2 592,6 591,0
25 29 32 36 39 43 46 50 54 57 64 72 79 86 93 100 107 115 122 129 136 143 150 157 165 172 26 29 33 36 39
29 34 37 42 46 50 54 58 63 67 75 84 92 100 108 117 125 134 142 150 159 167 175 184 192 193 31 34 38 42 46
52 60 66 74 81 89 96 104 111 119 134 148 163 178 192 207 207 207 207 207 207 207 207 207 207 207 55 61 68 74 81
58 66 73 81 90 98 106 114 123 131 147 164 180 197 207 207 207 207 207 207 207 207 207 207 207 207 60 67 75 82 90
65 74 82 92 101 110 119 129 138 147 166 184 203 207 207 207 207 207 207 207 207 207 207 207 207 207 68 75 84 92 101
70 80 89 99 109 119 129 139 149 159 180 200 207 207 207 207 207 207 207 207 207 207 207 207 207 207 74 82 91 100 109
75 86 95 106 116 127 138 148 159 170 191 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 78 87 97 107 116
81 93 103 114 126 138 149 161 172 184 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 85 94 105 116 126
87 100 111 123 136 148 161 173 186 198 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 92 102 113 125 136
99 113 126 140 154 168 182 197 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 104 115 128 141 154
I) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here fol information (see 7.6.2). !) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3. I) These sizes are special plain-end mass sizes. All other sizes are regular-mass, see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masse! intermediate to regular-masses shall be considered regular-mass; masses intermediate to special-plain-end masses and masses intermediate between tht heaviest tabulated special-plain-end masses and the highest regular-masses shall be considered special-plain-end mass. 1) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15). i) 100 kPA = 1 bar i) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may bc requested. --``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
Table
9 (continued)
Designation Mass Size
24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 263' 263' 26 26 26 26 26 26 26 26
- Plain-end Outside diameter
line pipe
Wall thickness
dimensions’),
D
T
d
L21 06)
102,31 110,22 117.86 125,49 140.68 156.03 171.29 186,23 201,09 216,lO 231,03 245,64 260,17 274,84 289,44 303.71 317,91 332,25 346,50 360,45 374,31 68,75 77,18 85,60 94,26 102,63 1 IO,98 119,57 127,88 136,17 152,68
mm IO,3 11,l 11.9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28.6 30.2 31,8 33,3 34,9 36,5 38,l 39,7
mm 589,4 587,8 586,2 584,6 581,4 578.2 575,0 571,8 568,8 565,6 562.4 559.2 556.0 552.8 549,6 546,4 543.4 540,2 537,0 533.8 530.6 647.2 645,8 644,2 642,6 641,0 639,4 637,8 636,2 634,6 631,4
42 46 49 52 59 66 72 79 85 92 98 105 112 118 125 131 138 144 151 157 164 24 27 30 33 36 39 42 45 48 55
67 93 IO,3 11,l II,9 12,7 14,3
pressuresz) Minimum
mm 610,O 610,O 610,O 610,O 610,O 610,O 610,O 610,O 610.0 610,O 610,O 610,O 610,O 610,O 610,O 610,O 610,O 610,O 610,O 610.0 610.0 660,O 660,O 660,O 660.0 660,O 660,O 660,O 660,O 660,O 660,O
64
and test
Inside diameter
M
7,1 789
masses
L2456) 49 53 57 61 69 77 84 92 99 107 115 122 130 138 146 153 160 168 176 184 191 29 32 35 39 42 46 49 53 57 64
(to be ordered test pressure4),
according
to outside
diameter)
100 kPa5)
L290
L320
L360
L390
L415
L450
L485
L555
88 95 102 109 122 136 150 163 176 190 204 207 207 207 207 207 207 207 207 207 207 51 56 62 69 75 81 88 94 100 113
98 105 112 120 135 150 165 180 195 207 207 207 207 207 207 207 207 207 207 207 207 56 62 69 76 83 90 97 104 111 125
110 118 126 135 152 169 186 203 207 207 207 207 207 207 207 207 207 207 207 207 207 63 70 78 85 93 101 109 117 125 140
119 128 137 146 165 183 201 207 207 207 207 207 207 207 207 207 207 207 207 207 207 68 76 84 93 101 110 118 127 135 152
126 136 146 156 175 195 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 72 80 89 98 108 117 126 135 144 162
137 147 158 169 190 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 79 87 97 107 117 126 136 146 156 176
148 159 170 182 205 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 85 94 104 115 126 136 147 157 168 189
167 180 193 206 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 96 107 119 131 143 155 167 179 191 207
1) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for information (see 7.6.2). 2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3. 3) These sizes are special plain-end mass sizes. All other sizes are regular-mass, see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masses intermediate to regular-masses shall be considered regular-mass; masses intermediate to special-plain-end masses and masses intermediate between the heaviest tabulated special-plain-end masses and the highest regular-masses shall be considered special-plain-end mass. 4) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15). 5) lOOkPA=l bar 3) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may be requested.
Y
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
Table
9 (continued)
Designation Size Mass
26 26 26 26 26 26 26 283’ 283’ 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 303’ 303’ 30 30 30
- Plain-end Outside diameter
line pipe
Wall thickness
dimensions’),
masses
and test
pressures2) Minimum
Inside diameter
(to be ordered test pressure4),
according 100 kPa5)
M
D mm
T mm
d mm
L2106’
L2456’
L290
L320
L360
L390
L415
169,38 185,99 202,25 218,43 234,79 251,07 267,OO 74,09 83,19 92,26 101,61 1 lo,64 119,65 128,93 137,90 146.85 164,69 182,73 200,68 218,27 235,78 253,48 271.10 288,36 79,43 89.19 98,93 108,95 118.65
660,O 660,O 660,O 660,O 660,O 660,O 660,O 711,o 711,o 711,o 711,o 711,o 711,o 711.0 711,o 711,o 711,o 711,o 711,o 711,o 711,o 711,o 711,o 711,o 762.0 762,O 762,O 762,O 762,O
15.9 17,5 19,l 20,6 22,2 23,8 25,4
628,2 625,0 621,8 618,8 615,6 612,4 609,2 698,2 696,8 695,2 693.6 692,0 690,4 688.8 687,2 685,6 682.4 679.2 676,O 672.8 669,8 666,6 663,4 660,2 749,2 747.8 746,2 744,6 743,o
61 67 73 79 85 91 97 23 25 28 31 34 37 39 42 45 51 56 62 68 73 79 84 90 21 23 26 29 31
71 78 85 92 99 106 113 26 29 33 36 39 43 46 49 53 59 66 72 79 85 92 98 105 25 27 30 34 37
126 138 151 163 176 188 201 47 52 58 64 70 76 81 87 93 105 117 128 140 151 163 175 186 44 49 54 60 65
139 153 167 180 194 207 207 52 58 64 70 77 83 90 96 103 116 129 142 155 167 180 193 206 48 54 60 66 72
156 172 188 202 207 207 207 58 65 72 79 87 94 101 108 116 130 145 159 174 188 202 207 207 54 60 67 74 81
169 186 203 207 207 207 207 63 70 78 86 94 102 110 117 125 141 157 173 189 203 207 207 207 59 65 73 80 88
180 198 207 207 207 207 207 67 75 83 91 100 108 117 125 133 150 167 184 201 207 207 207 207 63 70 77 85 93
‘54 7,l 73
8,7 93 IO,3 11.1 II,9 12,7 14.3 15,9 17.5 19,l 20,6 22,2 23,8 25,4
64 7,1 73
887 93
I) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are information (see 7.6.2). !) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3. i) These sizes are special plain-end mass sizes. All other sizes are regular-mass, see 7.6.8 for applicable mass tolerances. For grades intermediate to regular-masses shall be considered regular-mass; masses intermediate to special-plain-end masses and masses heaviest tabulated special-plain-end masses and the highest regular-masses shall be considered special-plain-end mass. I) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum i) 100 kPA = 1 bar i) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 requested.
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
Designation Mass Size M 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 323' 323' 32 32 32 32 32 32 32 32 32 32 32 32 32
128,32 138,29 147,92 157,53 176,69 196,08 215,38 234,29 253.12 272,17 291,14 309,72 328,22 346,93 365,56 383,81 84,77 95,19 105,59 116,30 126,66 136,99 147,64 147,94 168.21 188,70 209,43 230,08 250,31 270,47 290,86
- Plain-end Outside diameter D mm 762,0 762,0 762,0 762,0 762,0 762,0 762,0 762,0 762,0 762,0 762,0 762,0 762,0 762.0 762.0 762,0 813,0 813,0 813,0 813,0 813,0 813,0 813,0 813.0 813,0 813,0 813,0 813,0 813,0 813,0 813,0
line pipe dimensionsl),
Wall thickness T mm IO,3 II,1 II,9 12,7 14,3 15,9 17,5 19,l 20‘6 22,2 23,8 25,4 27,0 28,6 30,2 31,8
‘54 7.1 7,s
8,7 9,5 IO,3 II,1 II,9 12,7 14.3 15,9 17,5 IS,1 20,6 22.2
Inside diameter d mm 741,4 739,8 738,2 736,6 733,4 730,2 727,0 723,8 720,8 717,6 714,4 711,2 708,O 704,8 701,6 698,4 800,2 798,8 797,2 795,6 794,0 792,4 790,8 789,2 787.6 784,4 781,2 787,0 774.8 771,8 768,6
masses and test pressures*) Minimum
(to be ordered test pressure4),
according 100 kPa5)
L2106’
L2456’
L290
L320
L360
L390
L415
34 37 39 42 47 53 58 63 68 73 79 84 89 95 100 105 20 22 24 27 29 32 34 37 39 44 49 54 59 64 69
40 43 46 49 55 61 68 74 79 86 92 98 104 110 117 123 23 26 29 31 34 37 40 43 46 52 57 63 69 74 80
71 76 82 87 98 109 120 131 141 152 163 174 185 196 207 207 41 46 51 56 61 66 71 76 82 92 102 112 123 132 143
78 84 90 96 108 120 132 144 156 168 180 192 204 207 207 207 45 50 56 62 67 73 79 84 90 101 113 124 135 146 157
88 94 101 108 122 135 149 162 175 189 202 207 207 207 207 207 51 57 63 69 76 82 88 95 101 114 127 139 152 164 177
95 102 110 117 132 146 161 176 190 205 207 207 207 207 207 207 55 61 68 75 82 89 96 103 110 123 137 151 165 178 192
101 109 117 125 140 156 172 187 202 207 207 207 207 207 207 207 59 65 73 80 87 95 102 109 117 131 146 161 175 189 204
) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal information (see 7.6.2). ) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3. ) These sizes are special plain-end mass sizes. All other sizes are regular-mass, see 7.6.8 for applicable mass tolerances. For grades intermediate to regular-masses shall be considered regular-mass; masses intermediate to special-plain-end masses and masses heaviest tabulated special-plain-end masses and the highest regular-masses shall be considered special-plain-end mass. ) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum ) 100 kPA = 1 bar ) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 requested.
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Table 9 (continued)
Table
9 (continued)
Designation Mass Size
M 32 32 32 32 32 32 343’ 343’ 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 363’ 363’ 36 36
311,17 331,08 350,90 370,96 390,94 410.51 90,ll 101,19 112,25 123,65 134,67 145,67 157,00 167,95 178,89 200,70 222,78 244,77 266.33 287.81 309,55 331,21 352,44 373,59 394,99 416,31 437,21 95,45 107,20 118,92 131,00
- Plain-end Outside diameter
line pipe
Wall thickness
dimensions’),
D
T
d
mm
mm
813,0 813,0 813.0 813,0 813,0 813,0 864,0 864,0 864,0 864,0 864,0 864,0 864,0 864,0 864,0 864,0 864,0 864,0 864,0 864,0 864,0 864,0 864,0 864,0 864.0 864,0 864,0 914,0 914,0 914,0 914,0
23,8 25,4 27,0 28,6 30,2 31.8
765,4 762.2 759,0 755.8 752.6 749.4 851,2 849.8 848,2 846,6 845,0 843,4 841,8 840,2 838,6 835,4 832,2 829,0 825,8 822.8 819,6 816,4 813,2 810,O 806,8 803,6 800,4 901,2 899,8 898,2 896,6
64 8,7 c-5 IO,3 11.1 II,9 12.7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8
64 7,l 73
8,7
and test
Inside diameter
mm
7,l 73
masses
pressures*) Minimum
(to be ordered test pressure4),
according
to outside
diameter)
100 kPa5)
L210”)
L245’j’
L290
L320
L360
L390
L415
L450
L485
L555
74 79 84 89 94 99 19 21 23 25 28 30 32 35 37 42 46 51 56 60 65 69 74 79 83 88 93 18 20 22 24
86 92 98 103 109 115 22 24 27 30 32 35 38 40 43 49 54 60 65 70 76 81 86 92 97 103 108 21 23 25 28
153 163 173 184 194 204 39 43 48 53 57 62 67 72 77 86 96 106 115 124 134 144 153 163 173 182 192 37 41 45 50
169 180 191 203 207 207 43 47 53 58 63 69 74 79 85 95 106 117 127 137 148 159 169 180 191 201 207 40 45 50 55
190 202 207 207 207 207 48 53 59 65 71 77 83 89 95 107 119 131 143 155 167 179 191 203 207 207 207 45 50 56 62
206 207 207 207 207 207 52 58 64 71 77 84 90 97 103 116 129 142 155 167 180 193 206 207 207 207 207 49 55 61 67
207 207 207 207 207 207 55 61 68 75 82 89 96 103 110 124 137 151 165 178 192 206 207 207 207 207 207 52 58 65 71
207 207 207 207 207 207 60 67 74 82 89 97 104 112 119 134 149 164 179 193 207 207 207 207 207 207 207 57 63 70 77
207 207 207 207 207 207 65 72 80 88 96 104 112 120 128 144 161 177 193 207 207 207 207 207 207 207 207 61 68 75 83
207 207 207 207 207 207 73 81 91 100 109 118 127 136 146 164 182 201 207 207 207 207 207 207 207 207 207 69 77 86 94
I) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for information (see 7.6.2). 2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3. 3) These sizes are special plain-end mass sizes. All other sizes are regular-mass, see 7.6.8 for applicable mass tolerances. For grades L 290 and higher masse: intermediate to regular-masses shall be considered regular-mass; masses intermediate to special-plain-end masses and masses intermediate between the heaviest tabulated special-plain-end masses and the highest regular-masses shall be considered special-plain-end mass. 4) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15). 5) 100 kPA = 1 bar 5) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may br requested. --``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
1
Designation Mass Size
M 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38
142,68 154,34 166,35 177.97 189,57 212,70 236.13 259.47 282.35 305,16 328.24 351,25 373,80 396,27 419,02 441.69 463,91 125,58 138,35 150.69 163,Ol 175,71 187,99 200,25 224.71 249,48 274,16 298,37 322,50 346,93 371,28 395,16
- Plain-end Outside diameter
line pipe dimensionsl),
W all thickness
Inside diameter
D
T
d
mm
mm
mm
914,0 914,0 914,0 914,0 914,0 914,0 914,0 914,0 914,0 914,0 914,0 914,0 914,0 914,0 914,0 914.0 914,0 965,0 965,0 965,0 965,0 965,0 965,0 965,0 965,0 965,0 965,0 965,0 965,0 965,0 965,0 965,0
93 IO,3 II,1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27.0 28,6 30,2 31,8 789
895,0 893,4 891,8 890,2 888,6 885,4 882,2 879,0 875,8 872,8 869,6 866,4 863,2 860.0 856,8 853.6 850.4 949,2 947,6 946,0 944,4 942,8 941,2 939,6 936,4 933,2 930,o 926,8 923,8 920,6 917,4 914.2
8.7 985 IO,3 II,1 II,9 12.7 14,3 15,9 17,5 19,l 20,6 22.2 23.8 25.4
masses and test pressures2) Minimum
(to be ordered test pressure4),
according
to outside
diameter)
100 kPa5)
L21 06)
L2456’
L290
L320
L360
L390
L415
L450
L485
L555
26 28 31 33 35 39 44 48 53 57 61 66 70 74 79 83 88 21 23 25 27 29 31 33 37 42 46 50 54 58 62 66
31 33 36 38 41 46 51 56 61 66 71 77 82 87 92 97 102 24 27 29 31 34 36 39 44 48 53 58 63 68 73 77
54 59 63 68 73 82 91 100 109 118 127 136 145 154 163 172 182 43 47 51 56 60 64 69 77 86 95 103 111 120 129 137
60 65 70 75 80 90 100 110 120 130 140 150 160 170 180 190 200 47 52 57 61 66 71 76 85 95 104 114 123 133 142 152
67 73 79 84 90 101 113 124 135 146 157 169 180 191 203 207 207 53 58 64 69 75 80 85 96 107 118 128 138 149 160 171
73 79 85 91 98 110 122 134 147 158 171 183 195 207 207 207 207 57 63 69 75 81 87 92 104 116 127 139 150 161 173 185
78 84 91 97 104 117 130 143 156 168 181 195 207 207 207 207 207 61 67 74 80 86 92 98 111 123 135 148 159 172 184 197
84 91 98 105 113 127 141 155 169 183 197 207 207 207 207 207 207 66 73 80 86 93 100 107 120 133 147 160 173 186 200 207
91 98 106 114 121 137 152 167 182 197 207 207 207 207 207 207 207 71 79 86 93 100 108 115 129 144 158 173 186 201 207 207
103 112 120 129 138 155 172 190 207 207 207 207 207 207 207 207 207 81 89 97 106 114 122 130 147 163 180 196 207 207 207 207
) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for information (see 7.6.2). !) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3. .) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15). ;) 100 kPA = 1 bar i) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may be requested.
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Table 9 (continued)
,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Table 9 (continuedl Designation Size Mass
38 38 38 38 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 42 42 42 42 42 42 42 42
- Plain-end Outside diameter
line pipe dimensions’),
Wall thickness
masses and test pressures*)
(to be ordered
according
to outside
diameter)
Minimum test pressure4), 100 kPa5)
Inside diameter
M
D
T
d
L2106’
L2456’
L290
L320
L360
L390
L415
L450
L485
L555
418,96 443,05 467,06 490,61 132.25 145,69 158,70 171,68 185,06 198,Ol 210,93 236,71 262,83 288,86 314.39 339,84 365,62 391,32 416,52 441,64 467,08 492,44 517,31 153.04 166.71 180,35 194,42 208,03 221,61 248,72 276,18
mm 965,0 965,0 965,0 965,0 1016,O 1016,O 1016,O 1016.0 1016,O 1016,O 1016,O 1016,O 1016,O 1016,O 1016,O 1016,O 1016,O 1016.0 1016,O 1016,O 1016,O 1016,O 1016,O 1067,O 1067,O 1067,O 1067,O 1067,O 1067,O 1067,O 1067,O
mm 27,0 28,6 30,2 31,8 73
mm 911,o 907,8 904,6 901,4 1000,2 998,6 997,0 995,4 993,8 992,2 990.6 987,4 984,2 981,0 977,8 974,8 971,6 968,4 965,2 962,0 958,8 955,6 952,4 1049,6 1048,O 1046,4 1044,8 1043,2 1041,6 1038,4 1035.2
71 75 79 83 20 22 24 26 28 30 32 35 39 43 47 51 55 59 63 67 71 75 79 21 22 24 26 28 30 34 38
82 87 92 97 23 25 27 30 32 34 37 41 46 51 55 60 64 69 74 78 83 87 92 24 26 28 31 33 35 39 44
146 155 163 172 41 45 49 53 57 61 65 73 82 90 98 106 114 122 131 139 147 155 163 43 46 50 54 58 62 70 78
161 171 180 190 45 49 54 58 63 67 72 81 90 99 108 117 126 135 144 153 162 171 180 47 51 56 60 64 69 77 86
181 192 203 207 50 55 61 66 71 76 81 91 101 112 122 131 142 152 162 172 182 193 203 53 58 63 67 72 77 87 97
196 207 207 207 55 60 66 71 77 82 88 99 110 121 132 142 153 164 176 187 198 207 207 57 63 68 73 78 84 94 105
207 207 207 207 58 64 70 76 82 87 93 105 117 129 140 151 163 175 187 199 207 207 207 61 67 72 78 83 89 100 111
207 207 207 207 63 69 76 82 88 95 101 114 127 140 152 164 177 190 203 207 207 207 207 66 72 78 84 90 96 109 121
207 207 207 207 68 75 82 89 95 102 109 123 137 150 164 177 191 205 207 207 207 207 207 71 78 84 91 97 104 117 130
207 207 207 207 77 85 93 100 108 116 124 139 155 171 186 201 207 207 207 207 207 207 207 81 88 96 103 110 118 133 148
67 93 IO,3 II,1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23‘8 25,4 27,0 28,6 30.2 31,8
887 93 IO,3 II,1 II,9 12,7 14,3 15,9
I) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given information (see 7.6.2). !) Test pressures applytothe standard grades. For pressures applicable for other grades see 8.10.9.3. I) Thetestpressures have been calculated on the basis oftheformula in 8.10.9.3 as standardtestpressureconsidering specified maximumvalues(seetable i) lOOkPA=l bar i) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) requested.
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
~~-,-=-
._-. ___., r --
.I
----. , - ,.---? .-.. ~--~.-. --.- ~..-___..._ c._../---
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
..-_-_. ~._,.__ _j_l
here for
15). may be
Desi! gni ation Size Mass
42 42 42 42 42 42 42 42 42 42 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 46 46 46 46 46
- Plain-end
line pipe
Outside Wall diameter ’ 1:hicknesz
dimensionsl),
D
T
d
303,55 330,41 357,19 384,31 411,35 437,88 464,33 491,ll 517,82 544,Ol 160,39 174.72 189,03 203,78 218,04 232,29 260,72 289,53 318,25 346,43 374,53 403,oo 431.39 459.24 487,Ol 515,14 543,19 570,71 167,74 182,73 197,70 213,13 228,06
mm 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31.8 8,7 9‘5 IO,3 II,1 II,9 12,7 14.3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8
mm 1032,O 1028,8 1025,8 1022,6 1019,4 1016,2 1013,o 1009,8 1006,6 1003,4 1100,6 1099,o 1097,4 1095,8 1094,2 1092,6 1089,4 1086,2 1083,O 1079,8 1076,8 1073,6 1070.4 1067,2 1064,O 1060,8 1057,6 1054.4 1150,6 1149,0 1147,4 1145,8 1144,2
93
(to be ordered
pressures*)
according
to outside
diameter)
test PI ;sure4), 100 kPa5)
Minimb
( Gameter
mm 1067,O 1067,O 1067,O 1067,O 1067,O 1067,O 1067,O 1067,O 1067,O 1067.0 1118,0 1118,0 1118,0 1118,0 1118,0 1118,0 1118,O 1118,O 1118.0 1118,O 1118,0 1118.0 1118,0 1118.0 1118,0 1118,0 1118,0 1118.0 1168,0 1168.0 1168,O 11660 11660
IO,3 II,1 II,9
and test
Inside i
M
8,7
masses
L210”’
L2456’ I
56 60 64 68 71 75 20 21 23 25 27 29 32 36 39 43 46 50 54 57 61 64 68 72 20 21 23 25 27
1 1
I 1 1 I
1 1 I
1 1 I 1 1 I
L290 I
66 70 74 79 83 88 23 25 27 29 31 33 38 42 46 50 54 58 63 67 71 75 79 84 23 25 27 29 31
1 1
I 1 ) I
) 1 I
1 1 I 1 1 I
L320 -
116 124 132 140 148 156 41 44 48 52 56 59 67 74 82 89 96 104 111 119 126 134 141 148 41 44 48 52 56
-
-
-
-
-
-
94 103 111 120 128 137 146 154 163 172 45 49 53 57 61 65 74 82 90 98 106 114 123 131 139 147 156 164 45 49 53 57 61
L360 -
-
-
-
-
-
-
106 116 125 135 145 154 164 174 183 193 50 55 60 64 69 74 83 92 101 111 119 129 138 147 156 166 175 184 50 55 60 64 69
L390
L415
L450
L485
-T-%--l-e -zi--E115 126 136 146
123 134 144 155
133 145 156 169
143 156 169 182
205 207 207 207 63 69 75 80
207 207 207 207 68 74 80 87
-4-t-+- -+I+ 90 100 110
96 106 117
104 115 127
112 124 137
139
148 159
161 172
173 186
207 207 207 63 69 75 80 86
207 207 207 68 74 80 87 93
149
L555 162 177 191 206 207 207 207 207 207 207 77 84 91 98 105 112 127 141 155 169 182 197 207 207 207 207 207 207 77 84 91 98 105
1 [ I) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here fo information (see7.6.2). !) Test pressures applytothe standard grades. For pressures applicable for other grades see 8.10.9.3. I) Thetest pressures have been calculated on the basis ofthe formula in 8.10.9.3 as standard test pressure considering specified maximum values (seetable 15). i) 100 kPA=l bar i) An alternative test pressure (1,25x standard test pressure, roundedtothe next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may bc requested.
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Table 9 (continued)
9 (continued)
Designation Mass Size M 46 46 46 46 46 46 46 46 46 46 46 46 46 48 48 48 48 46 48 48 48 48 48 48 48 48 48 48 48 48 48
242.97 272,73 302,88 332,95 362,45 391,88 421,69 451,42 480,60 509,69 539,17 568,57 597.41 175,08 190,74 206,37 222,49 238,08 253,65 284,73 316.23 347.64 378.47 409,22 440,38 471,46 501,96 532,38 563,20 593,94 624,ll
- Plain-end Outside diameter D
line pipe
Wall thickness T
dimensions’),
Inside diameter d
mm
mm
mm
1168,O 1168,O 1168,O 1168,O 1168.0 1168,O 1168,O 1168,O 1168,O 1168,O 1168,O 1168,O 1168,O 1219,0 1219.0 1219,0 1219,0 1219.0 1219,0 1219.0 1219.0 1219,0 1219,0 1219,0 1219,0 1219,0 1219.0 1219,0 1219,0 1219,0 1219.0
12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30.2 31,8
1142.6 1139,4 1136,2 1133,0 1129,8 1126,8 1123.6 1120.4 1117,2 1114,0 1110,8 1107,6 1104,4 1201.6 1200.0 1198.4 1196,8 1195,2 1193,6 1190,4 1187,2 1184,0 1180.8 1177.8 1174.6 1171,4 1168.2 1165.0 1161.8 1158,6 1155,4
87 9.5 IO,3 II,1 II,9 12,7 14,3 15,9 17.5 19,l 20,6 22,2 23,8 25.4 27,0 28,6 30.2 31,8
masses
and test
pressures*) Minimum
(to
be ordered
test pressure4),
according
to outside
diameter)
100 kPa5)
L2106’
L2456’
L290
L320
L360
L390
L415
L450
L485
L555
29 32 36 39 43 46 50 54 57 61 64 68 72 18 20 21 23 25 26 30 33 36 39 43 46 49 53 56 59 62 66
33 38 42 46 50 54 58 63 67 71 75 79 84 21 23 25 27 29 31 34 38 42 46 50 54 57 61 65 69 73 77
59 67 74 82 89 96 104 111 119 126 134 141 148 37 41 44 48 51 54 61 68 75 82 88 95 102 109 116 122 129 136
65 74 82 90 98 106 114 123 131 139 147 156 164 41 45 49 52 56 60 68 75 83 90 97 105 112 120 128 135 143 150
74 83 92 101 111 119 129 138 147 156 166 175 184 46 51 55 59 63 68 76 85 93 102 110 118 127 135 144 152 161 169
80 90 100 110 120 129 139 149 159 170 180 190 200 50 55 59 64 69 73 82 92 101 110 119 128 137 146 155 165 174 183
85 96 106 117 128 138 148 159 170 180 191 202 207 53 58 63 68 73 78 88 97 107 117 126 136 146 156 165 175 185 195
92 104 115 127 138 149 161 172 184 196 207 207 207 58 63 68 74 79 84 95 106 116 127 137 148 158 169 179 190 201 207
99 112 124 137 149 161 173 186 198 207 207 207 207 62 68 74 79 85 91 102 114 125 137 148 159 170 182 193 205 207 207
112 127 141 155 169 182 197 207 207 207 207 207 207 71 77 84 90 97 103 116 129 142 155 167 180 193 206 207 207 207 207
I) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for information (see 7.6.2). !) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3. 4) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15). 5) 100 kPA = 1 bar 5) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may br requested.
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Table
9 (continue4
Designation Mass Size
52 52 52 52 52 52 52 52 52 52 52 52 52 52 52 52 52 56 56 56 56 56 56 56 56 56 56 56
- Plain-end Outside diameter
line pipe
Wall thickness
dimensions’),
masses
and test
pressures2) Minimum
Inside diameter
(to be ordered test pressure4),
according
to outside
diameter)
100 kPa5)
M
D mm
T mm
d mm
L2106’
L2456’
L290
L320
L360
L390
L415
L450
L485
L555
206,76 223,72 241,20 258,ll 275,Ol 308,74 342.93 377,03 410,51 443,91 477,76 51 I,53 544,68 577.75 611,26 644,69 677.51 222,78 241,06 259,91 278.15 296,37 332,75 369.63 406.42 442.55 478,60 515,14
1321,0 1321,0 1321,0 1321,0 1321,0 1321,0 1321,0 1321,0 1321,0 1321,0 1321,0 1321,0 1321,0 1321,0 1321,0 1321,0 1321,0 1422,0 1422,0 1422,0 1422,0 1422,0 1422,0 1422,0 1422,0 1422,0 1422,0 1422,O
9.5 IO,3 II,1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8 9.5 IO,3 11,l II,9 12,7 14,3 15,9 17.5 19,l 20,6 22,2
1302,O 1300,4 1298,8 1297,2 1295,6 1292.4 1289.2 1286,0 1282.8 1279.8 1276,6 1273,4 1270.2 1267,0 1263.8 1260.6 1257,4 1403,o 1401,4 1399.8 1398.2 1396.6 1393.4 1390,2 1387,0 1383,8 1380,8 1377,6
16 20 21 23 24 27 30 33 36 39 42 45 48 52 55 58 61 17 18 20 21 23 25 28 31 34 37 39
21 23 25 26 28 32 35 39 43 46 49 53 57 60 64 67 71 20 21 23 25 26 30 33 36 39 43 46
38 41 44 47 50 57 63 69 75 81 88 94 100 107 113 119 126 35 38 41 44 47 52 58 64 70 76 81
41 45 48 52 55 62 69 76 83 90 97 104 111 118 125 132 139 38 42 45 48 51 58 64 71 77 83 90
47 51 54 58 62 70 78 86 94 101 109 117 125 132 140 148 156 43 47 51 54 58 65 72 80 87 94 101
50 55 59 63 67 76 84 93 102 109 118 126 135 143 152 160 169 47 51 55 59 63 71 78 86 94 102 110
54 58 63 67 72 81 90 99 108 116 126 135 144 153 162 171 180 50 54 58 63 67 75 84 92 100 108 117
58 63 68 73 78 88 97 107 117 126 136 146 156 166 175 185 195 54 59 63 68 72 81 91 100 109 117 126
63 68 73 79 84 95 105 116 126 136 147 157 168 178 189 200 207 58 63 68 73 78 88 98 107 117 126 136
71 77 83 89 95 107 119 131 143 154 166 178 190 202 207 207 207 66 72 77 83 88 100 111 122 133 143 155
1) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for information (see 7.6.2). 2) Test pressures apply to the standard grades. For pressures applicable for other grades see 8.10.9.3. 4) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15). 5) 100 kPA= 1 bar 6) An alternative test pressure (1,25x standard test pressure, rounded to the next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may bc requested.
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Table
Table
9 (continued)
Designation Mass Size M 56 56 56 56 56 56 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 64 64 64 64 64 64 64 64 64 64 64
- Plain-end Outside diameter D
line pipe
551,60 587,40 623,12 659.32 695,45 730,91 238,80 258,40 278,62 298,19 317,73 356,76 396,33 435,82 474,59 513,29 552,52 591,67 630,12 668,48 707,38 746,20 784,31 254,82 275,75 297.33 318,33 339,09 380,77 423,03 465,21 506.63 547,98 589.90
Inside diameter d
Wall thickness T
mm 1422,0 1422,0 1422,0 1422,0 1422,0 1422,0 1524,0 1524,0 1524,0 1524,0 1524,0 1524,0 1524,0 1524,0 1524,0 1524,0 1524,0 1524.0 1524,0 1524,0 1524,0 1524,0 1524,0 1626,0 1626,0 1626,0 1626,0 1626,0 1626,0 1626,0 1626,0 1626,0 1626,0 1626,0
dimensions’),
mm 23,8 25,4 27,0 28,6 30,2 31,8 92 10.3 II,1 11,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8 93 IO,3 II,1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2
masses
and test
pressures2) Minimum
(to be ordered test pressure4!
according
to outside
diameter)
100 kPa5)
L2106)
L245(j)
L290
L320
L360
L390
L415
L450
L485
L555
42 45 48 51 54 56 16 17 18 20 21 24 26 29 32 34 37 39 42 45 47 50 53 15 16 17 18 20 22 25 27 30 32 34
49 53 56 59 62 66 18 20 21 23 25 28 31 34 37 40 43 48 49 52 55 58 61 17 19 20 22 23 26 29 32 35 37 40
87 93 99 105 111 117 33 35 38 41 44 49 54 60 65 71 76 82 87 92 98 103 109 30 33 36 38 41 46 51 56 61 66 71
96 103 109 116 122 129 36 39 42 45 48 54 60 66 72 78 84 90 96 102 108 114 120 34 36 39 42 45 51 56 62 68 73 79
108 116 123 130 138 145 40 44 47 51 54 61 68 74 81 88 94 101 108 115 122 128 135 38 41 44 47 51 57 63 70 76 82 88
117 125 133 141 149 157 44 47 51 55 59 66 73 81 88 95 102 110 117 124 132 139 146 41 44 48 51 55 62 69 76 82 89 96
125 133 142 150 159 167 47 50 54 58 62 70 78 86 94 101 109 117 125 132 140 148 156 44 47 51 55 58 66 73 80 88 95 102
136 145 154 163 172 181 50 55 59 63 68 76 85 93 102 109 118 126 135 144 152 161 169 47 51 55 59 63 71 79 87 95 103 111
146 156 166 176 185 195 54 59 64 68 73 82 91 100 109 118 127 136 146 155 164 173 182 51 55 60 64 68 77 85 94 103 111 119
166 177 188 199 207 207 62 67 72 77 83 93 103 114 124 134 144 155 165 175 186 196 207 58 63 68 72 77 87 97 107 116 125 135
mm 1374,4 1371,2 1368,0 1364,8 1361.6 1358,4 1505,o 1503,4 1501,8 1500,2 1498,6 1495,4 1492,2 1489,0 1485,8 1482,8 1479,6 1476,4 1473,2 1470,o 1466,8 1463,6 1460,4 1607,O 1605,4 1603,8 1602,2 1600,6 1597,4 1594.2 1591,0 1587,8 1584.8 1581,6
I) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. inside diameters are nominal and are given here fo information (see7.6.2). !) Test pressures applytothe standard grades. For pressures applicable for other grades see 8.10.9.3. I) Thetestpressures have been calculated on the basis ofthe formula in 8.10.9.3 as standardtestpressure considering specified maximum values (see table 15). i) lOOkPA=l bar ;) An alternative test pressure (1,25x standard test pressure, roundedtothe next higher 100 kPA with a maximum value of 19 300 kPato be considered) may bc requested.
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS ~,--7r)-~-.--.--.-
_
-_
-
--
.-
-.
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT ~~~~1~
._
__
-.
. ..-
.__~__.
-.-
~-;-.-.
__
Table
9 (continued)
Designation Mass Size M 64 64 64 64 64 64 68 68 68 68 68 68 68 68 68 68 68 68 68 68 72 72 72 72 72 72 72 72 72 72
631,75 672,84 713,85 755,44 796,95 837,71 338,26 360,45 404,77 449,73 494,60 538,67 582,66 627.28 671,82 715,56 759,22 803,50 847,70 891,ll 381,81 428.78 476,43 523,99 570,71 617,35 664,66 711,89 758.28 804,59
- Plain-end Outside diameter D mm 1626,0 1626,0 1626,0 1626,0 1626,0 1626,0 1727.00 1727,00 1727,00 1727,00 1727,00 1727,00 1727,00 1727.00 1727,00 1727,00 1727,00 1727,00 1727,00 1727,OO 1829,00 1829.00 1829.00 1829.00 1829.00 1829,00 1829,00 1829,00 1829,00 1829,00
line pipe
Wall thickness T mm 23,8 25,4 27,0 28,6 30,2 31,8 11.90 12,70 14,30 15,90 17,50 19,lO 20,60 22,20 23,80 25.40 27,00 28,60 30,20 31,80 12,70 14,30 15,90 17,50 19,lO 20,60 22,20 23,80 25,40 27,00
dimensionsl),
inside diameter d mm 1578,4 1575,2 1572,0 1568,8 1565,6 1562,4 1703,2 1701,6 1698,4 1695,2 1692.0 1688,8 1685,8 1682,6 1679,4 1676,2 1673,0 1669.8 1666,6 1663,4 1803.6 1800,4 1797.2 1794,0 1790,8 1787.8 1784,6 1781.4 1778.2 1775,0
masses
and test
pressures*) Minimum
(to be ordered test pressure4),
according
to outside
diameter)
100 kPa5)
L2106’
L2456’
L290
L320
L360
L390
L415
L450
L485
L555
37 39 42 44 47 49 17 19 21 23 26 28 30 32 35 37 39 42 44 46 17 20 22 24 26 28 31 33 35 37
43 46 49 52 55 57 20 22 24 27 30 33 35 38 41 43 46 49 51 54 20 23 26 28 31 33 36 38 41 43
76 82 87 92 97 102 36 38 43 48 53 58 62 67 72 77 82 86 91 96 36 41 45 50 55 59 63 68 72 77
84 90 96 101 107 113 40 42 48 53 58 64 69 74 79 85 90 95 101 106 40 45 50 55 60 65 70 75 80 85
95 101 108 114 120 127 45 48 54 60 66 72 77 83 89 95 101 107 113 119 45 51 56 62 68 73 79 84 90 96
103 110 117 123 130 137 48 52 58 65 71 78 84 90 97 103 110 116 123 129 49 55 61 67 73 79 85 91 97 104
109 117 124 131 139 146 51 55 62 69 76 83 89 96 103 110 117 124 131 138 52 58 65 71 78 84 91 97 104 110
119 127 135 142 150 158 56 60 67 75 82 90 97 104 112 119 127 134 142 149 56 63 70 78 85 91 98 105 112 120
128 136 145 154 162 171 60 64 72 80 88 97 104 112 120 128 136 145 153 161 61 68 76 84 91 98 106 114 121 129
145 155 164 174 184 194 68 73 82 91 100 109 118 127 136 146 155 164 173 182 69 77 86 95 103 112 120 129 137 146
I) Outside diameter and wall thickness dimensions shown are subject to tolerances as described in 7.6.8. Inside diameters are nominal and are given here for information (see7.6.2). !) Test pressures applytothe standard grades.Forpressures applicableforothergradessee8.10.9.3. I) The test pressures have been calculated on the basis of the formula in 8.10.9.3 as standard test pressure considering specified maximum values (see table 15). 5) lOOkPA= 1 bar i) An alternative test pressure (1,25x standard test pressure, roundedtothe next higher 100 kPA with a maximum value of 19 300 kPa to be considered) may be requested.
Y Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
IS0 3183-1:1996(E)
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Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
is c “, a B ti s
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7.6.8 7.6.8.1
IS0 3183-1:1996(E)
Tolerances Outside
The outside
on dimensions diameter
diameter
Pipe body I48,3 mm
and masses
D
tolerances
shall be as follows:
. . . . . . . . . . . . . ..*........................................................................*....................*................. .. .. .. .. .. .. .. .. .. ... . .. .. .. .. .. .. .. . .. .. .. .. .. ... ..... .. ... ..
+ I,00 %
.. .. .. .. .. .. .. .. .. ... .. ... .. ... .. ... .. ... .. .. .. .. .. .. .. .. .. .. .. ... .. . .. .. .. .. ... . .. .. .. .. .. .. ... ... ... .... .. .
+ 0,75 %
60,3 mm to 114,3 mm grade L175, butt-weld 60,3 mm to 457,0 mm
+ 0,41 mm - 0,79 mm
only
508,O mm to 914,0 mm *......................................................................*.......................................... Non-expanded . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..~........................................................ Cold expanded > 914,0 mm Non-expanded Cold expanded
. .. .. .. ... .. .. .. . .. ... .. .. .. ... .. ... .. .. ... .. ... .. .. .. .. .. .. .. .. .. .. ... .. . .. ... . ... .. . ... .. . .. .. .. ... .. .... . ... ... . .. .. .. ... . .. .. ... . ... .. .. .. ... .. ... .. .. ... ... .. .. .. .. .. .. .. .. .. .. .. ... . .. ... .. .. .. .. .. .. . .. .. .. .. ... .. ... .. ... .. .
NOTE 6 In the case of cold expanded pipe outside diameter > 914,0 mm hydrostatically of standard test pressures, other tolerances may be agreed upon between manufacturer
7.6.8.2
+ I,00 % + 0,75 % - 0,25 % + I,00 % + 6,35 mm - 3,20 mm
tested to pressures and purchaser.
in excess
Pipe ends
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
For a distance of 101,6 mm from the end of the pipe, pipe outside diameters I273,l mm shall not be more than 0,40 mm smaller than the specified outside diameter and shall permit the passage, over the ends, of a ring gauge which has a bore I,59 mm larger than the specified outside diameter of the pipe. For a distance of 101,6 mm from the end of the pipe, pipe outside diameters between 323,9 mm and 508,O mm inclusive, shall not be more than 0,79 mm smaller than the specified outside diameter and shall permit the passage, over the ends, of a ring gauge which has a bore 2,38 mm larger than the specified outside diameter of the pipe. For pipe with filler metal welds, it shall be permissible passage of the gauge over the weld bead.
to notch
At the option of the manufacturer, diameter tape.
diameters
minimum
pipe outside
or slot the ring gauge
I508,O
to permit
mm may be measured
the
with a
For a distance of 101,6 mm from the end of the pipe, pipe outside diameters > 508,O mm shall be neither more than 0,79 mm smaller nor more than 2,38 mm larger than the specified outside diameter, as measured with a diameter tape. By agreement between the interested applied instead to the inside diameter.
parties,
at the ends the tolerance
on outside
diameter
may
be
On welded expanded pipe with outside diameters > 508,O mm the diameter, measured at one end of the pipe with a diameter tape, shall not differ by more than 2,38 mm from that of the other end. At the manufacturer’s option, these measurements may be made on the inside diameter.
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
39 Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
IS0 3183-1:1996(E)
7.6.8.3
0 IS0
Out-of-roundness
For pipe outside
diameters
> 508,O mm, and for a distance
of 101,6 mm from the end of the pipe,
-
the maximum
outside
diameter
shall not be more than 1 % larger than specified,
-
the minimum
outside
diameter
shall not be more than 1 % smaller than specified,
measured maximum 7.6.8.4
with a bar gauge diameters.
caliper
or other
device
of measuring
the actual
minimum
and
Wall thickness
The wall thickness
tolerances
shall be consistent
with those given in table 10.
Table 10 -Wall Outside
diameter
thickness
and type of pipe
1I 73,0 mm, seamless and welded
I
L175.L21O,L245 + 20,o
I
+ 18,0 - 12,5 -I- 15,0 - 12,5 + 17,5 - 10.0 + 15,0 - 12.5
101,6 mm to 457,0 mm, seamless and welded I508,O mm, welded
I
tolerances
Wall thickness
88,9 mm, seamless and welded
5 508,O mm, seamless
7.6.8.5
capable
and
tolerances 1 I
in %
L290to L555 + 15,0 + + +
I
15,0 12,5 15,0 12,5 19,5 - 8.0 + 17,5 - 10.0
I
I
Mass
Single lengths: Threaded-, regular-mass extra-strong and double-extra-strong
Special plain-end
pipe, except grade L175 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
pipe or grade L175 pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
+ 10% - 3,5 % + 10% - 5%
Carload lots: All grades, except L175 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . grade L175 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... A carload
is considered
to be a minimum
- I,75 % - 2,5 %
of 18 144 kg.
When a wall thickness minus tolerance less than that shown above is agreed upon between the interested parties, the plus tolerances shall be increased by an amount (percentage) equal to the decrease in minus tolerance, and the plus mass tolerance shall be increased to 22,5 % less than the wall thickness minus tolerance. Mass tolerances apply to the calculated masses for plain-end pipe.
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masses
for threaded-and-coupled
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pipe and to the tabulated
i
IS0 3183-1:1996(E)
0 IS0
7.6.8.6
Length
The pipe shall be delivered
in lengths
as specified
Table IINominal
Lengths
6 12
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6 12 15 18 24 NOTE - Nominal “double random
lengths of 6 m were lenaths”.
1) By agreement
between
on lengths
length
formerly
the interested
Pipe ends and thread
7.6.9.1
and tolerances
Minimum average length for each order item’) m m Threaded-and-coupled pipe 4,88 5,33 6,71 IO,67 Plain-end pipe 2,74 5.33 4,27 IO,67 5,33 13,35 6,40 16,00 8,53 21,34
Minimum
length m
7.6.9
in table 11.
designated
“single
parties these tolerances
random
lengths”,
Maximum
length
m 6,86 13,72 6,86 13,72 16,76 19,81 25,91 and those
of 12 m
shall apply to each carload.
protectors
Pipe ends - General
Pipe shall be made threaded or plain-end as set forth in tables 6, 7, 8 and 9 or with bell and spigot ends in accordance with 7.6.9.4. Extra-strong line pipes shall be made with plain ends, except that the ends shall be threaded-and-coupled if so specified on the purchase order. Spiral weld may not be threaded. The inside and outside edges of the ends of all pipe shall be free of burrs.
7.6.9.2
Threaded
ends
Threaded ends shall conform to the threading, thread inspection and gauging requirements specified in IS0 10422, latest edition. One end of each length of threaded pipe shall be provided with a coupling conforming to the requirements of annex C in effect at the date of manufacture of each coupling (see note 71, and the other end with thread protection conforming to the requirements of 7.6.9.6. Couplings shall be screwed onto the pipe handling-tight (see note 81, except that they shall be applied power-tight if so specified on the purchase order. A thread compound shall be applied to cover the full surface of either the coupling or pipe engaged thread before making up the joint. All exposed threads shall be coated with this thread compound. Unless otherwise specified on the purchase order, the manufacturer may use any thread compound which meets the performance objectives set forth in API Bulletin 5A2. A storage compound of distinct colour may be substituted for this thread compound on all exposed threads. Whichever compound is used, it shall be applied to a surface that is clean and reasonably free of moisture and cuttings fluids. NOTES 7 Unless otherwise specified threaded and coupled product 8 Handling
on the purchase be manufactured
tight shall be defined
as sufficiently
order it is not mandatory that both the pipe and coupling to the same edition of this standard. tight that the coupling
cannot be removed
of each
except by use of a wrench.
9 The purpose of making-up couplings handling-tight is to facilitate removal of the couplings for cleaning and inspecting threads and applying fresh thread compound before laying the pipe. This procedure has been found necessary to prevent thread leakage, especially in gas lines, because manufacturer applied couplings made up powertight, although leak-proof at the time of make-up, may not always remain so after transportation, handling and laying.
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IS0
0 IS0
3183-1:1996(E)
7.6.9.3
Plain ends
Unless otherwise ordered, plain-end pipe (other diameter shall be furnished with ends bevelled perpendicular to the axis of the pipe, and with a end pipe with outside diameters 2 60,3 mm shall above) are specified on the purchase order. For maintain the root face tolerance, the angle of the be no larger than that listed below. Specified
than double-extra-strong pipe) with 2 60,3 mm outside on an angle of 30”‘: measured from a line drawn root face of (I,59 f 0,79) mm. Double-extra strong plainbe made with square-cut ends, unless bevelled ends (as seamless pipe where internal machining is required to internal taper, measured from the longitudinal axis, shall
Maximum
wall thickness
IO,6 14,l
< to to >
angle of taper
degrees
mm
7
IO,6 14,l
93 11
16,9 16,9
14
For the removal of an internal burr on welded pipe outside diameters measured from the longitudinal axis, shall be no larger than 7”.
> 114,3 mm the internal
taper,
The end finish of pipe outside diameters < 60,3 mm shall be specified on the purchase order. For pipe outside diameters 2 60,3 mm the pipe ends shall be cut within I,59 mm. Pipe ends from each end-finishing machine shall be checked for compliance at least three times per 8-hour working shift. Both ends of pipe with filler metal welds shall have the inside approximately 101,6 mm from the end of the pipe.
reinforcement
NOTE 10 The purchaser is directed to the applicable code for the recommended 7.6.9.4
removed
for a distance
of
angle of pipe bevel.
Belled ends
When so specified on the purchase order, pipe with wall thickness 5 3,58 mm shall be furnished end belled for bell and spigot joints in accordance with figure 2. The belled end shall be visually for workmanship and injurious defects.
Dimensions
+0,8 mm d of bell = D of pipe + 1.6 mm 0 mm (to be measured 6.4 mm from end)
Minimum depth of bell
L
End bevel optional
Figure 2 - Belled end for bell and spigot joint
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with one inspected
in millimetres
0 IS0
7.6.9.5
IS0 3183-1:1996(E)
Plain ends for special couplings
When so specified on the purchase order, pipe shall be made with ends suitable for use with special couplings (see note 11). Such pipe shall be sufficiently free from indentations, projections, or roll marks for a distance of 203 mm from the end of the pipe, to permit proper make-up coupling. Note 11 Dresser and Victaulic are examples for suitable products available commercially. This information is given for the convenience of the user of this part of IS0 3183 and does not constitute an endorsement by IS0 of these products.
Thread protectors
On nominal pipe sizes smaller than 2, the thread protectors shall be suitable fabric wrappings, or suitable metal, fiber, or plastic protectors. On nominal pipe sizes 2 and larger, the thread protectors shall be of such design, material, and mechanical strength to protect the thread and end of the pipe from damage under normal handling and transportation. The thread protectors shall cover the full length of the thread on the pipe and exclude water and dirt from the thread during transportation and normal storage period. Normal storage period shall be considered as approximately one year. The thread formed in protectors shall be such that the pipe threads are not damaged by the protectors. Protector material shall contain no compounds capable of causing corrosion or promoting adherence of the protectors to the threads and shall be suitable for service temperatures of -46 “C to +66 “C.
8 8.1 8.1.1
Testing
and inspection
Type of documents
on inspection
and testing
General
Upon request by the purchaser, the manufacturer shall provide a document of compliance stating that the material has been manufactured, sampled, tested and inspected in accordance with this part of IS0 3183 and has been found to meet the requirements. Where additional information is required, including the results of mechanical testing, SR6 (see annex D) or one of the inspection documents of IS0 10474 shall be specified on the purchase order. 8.1.2
Test reports
on chemical
analysis
The results of all specified chemical analysis shall be available to the purchaser specified by the purchaser (see annex D), a report containing all chemical specification shall be provided by the manufacturer. For grade L175, in place of the test report, produced in conformity with the requirements
8.2
Purchaser
For the purchaser’s
8.3
Retention
upon request. When SR6 is analyses required by this
the manufacturer may certify that the pipe delivered was for chemical properties and tests of this part of IS0 3183.
inspection inspection
see annex F.
of records
Tests and inspections requiring retention of records in this part of IS0 3183 are shown in table 12. Such records shall be retained by the manufacturer and shall be made available to the purchaser upon request for a period of three years after the date of purchase from the manufacturer.
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7.6.9.6
0 IS0
IS0 3183-1:1996(E)
Table 12 - Retention
8.4.1
Reference
Requirement Chemical composition Cast analysis Product analysis Mechanical tests Tensile tests Weld tensile tests Mill control tests Guided bend tests Fracture toughness tests Hydrostatic tests Tester recorder charts (where used) Supplementary hydrostatic tests Non-destructive inspection Film (where used) Fluoroscopic operator qualifications Welded jointers Film Repair welding procedure Transverse tensile test Transverse guided bend test Nick break test Procedure specification Procedure qualification Personnel performance qualification Calibration tests
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8.4
of records
Testing
of chemical
Elements
7.2 8.4.2 8.4.3 8.5 8.5.1.1 8.5.1.1 8.5.1.1 8.5.1.4 8.5.1,6, 8.6
! I !/ I
SR3, SR4
8.10.9.2 8.10.9.4 8.9 8.10.11.1
I i
8.10.11.2.2
! i,
A.4 B.2.2.2 8.2.2.3 B.2.2.4 B.l 8.2 8.3 various paragraphs
t I I [ 4
I 1 $, I
composition
analysed
As a minimum, each required analysis shall include the determination of carbon, manganese, phosphorus, sulfur and silicon; niobium, vanadium, titanium, or combinations thereof, if added during steelmaking; and any other alloying element added during steelmaking for other than deoxidation purpose. 8.4.2
Cast analysis
The steel manufacturer shall determine the analysis of each cast of steel used in the manufacture of pipe specified on the purchase order. The analysis so determined shall conform to the requirements of 7.2.1. For grade L555, cast analysis
limits have not been defined,
only product
analysis
i; 1 1: :’ i I / / I, ! [ / I
limits. I
8.4.3 8.4.3.1
Product
analysis
Sampling
frequency
The manufacturer shall determine the analysis of two samples production of pipe under this part of IS0 3183. 8.4.3.2
Sampling
representing
each cast of steel used for the j
methods
Seamless pipe At the option of the manufacturer, samples specimens or from the finished pipe.
used for product
analysis
shall be taken either from tensile test
44
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I I I i. 1 I i [
IS0 3183-1:1996(E)
0 IS0
Welded pipe At the option of the manufacturer, samples used for product analysis shall be taken from either finished pipe, plate, strip, tensile test specimens or flattening test specimens. The location of the samples shall be a minimum of 90” from the weld, of longitudinally welded pipe. For spiral weld, the sample location shall be at a position of not less than one-quarter the distance between adjacent weld convolutions as measured from either edge of the weld. For pipe manufactured from plate or strip, the product analysis may be made by the supplier of the plate or strip providing the analyses are made in accordance with the frequency requirement of this part of IS0 3183.
8.5
Testing
For double 8.5.1
of mechanical
seam welded
Testing
851.1
and technological
characteristics
pipes all weld tests shall be performed
after forming
and welding.
frequency
Tensile test
Tensile tests shall be made at the frequency
shown
in table 13.
Table 13 - Frequency Size designation 5 1 112 nominal size grade L175 welded 2 2 nominal size grade L175 welded
Tensile tests 1 per 25 t or fraction thereof
I 141,3 mm except for grade L175 welded 2 168,3 mm to 323,9 mm > 323,9 mm
1 per 400 lengths
219,l
of tensile testing Control tensile tests
Weld tensile tests
I
/
1 per 50 t or fraction thereof
1 per 200 lengths 1 per 100 lengths per cold expansion amount’) I 1 per 200 lengths
mm to 323,9 mm
> 323,9 mm
1 per 100 lengths’) per cold expansion amount*)
I
1) Pipe manufactured with the same nominal same cold expansion amount. 2) Each weld for two-seam pipe
amount
of cold expansion
+ 0,2 % shall
38 considered
to have the
One control tensile test per cast shall be made and a record of such test shall be available to the purchaser for pipe other than grade Ll75. For longitudinal seam welded pipe, such tensile tests shall be made using samples taken from either plate or strip or finished pipe at the option of the manufacturer. 851.2 -
Electric-welded l
l
-
One sample
test for electric-welded
welded
pipe grades higher than L175 non-expanded from
each crop
end (2 per coil) and two
pipe (see also figure 3)
in multiple
samples
pipe grades higher than L175 non-expanded
of two
lengths. different
intermediate
lengths.
of a multiple length, flattening tests with the from each side of the weld stop and may be produced
in single length.
One sample from each crop end (2 per single length).
Grade L175 welded, l
and continuous
When a weld stop condition occurs during production weld at 90” shall be made from the crop ends resulting substituted for the intermediate flattening test.
Electric-welded l
-
Flattening
outside
diameter
2 73,0 mm.
One test from one length per lot of 50 t or fraction
thereof.
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IS0
-
3183-1:1996(E)
Electric-welded l
0 IS0
pipe grades higher than L175 cold expanded.
One test, 101,6 mm min. in length, per lot of 100 lengths
or less, each size.
Intermediate Crop end one sample CD
CD
CD Two samples, one from each of two different intermediate lengths 1 I
I Flatten with weld at 90’
Electric-welded
CD
1
Flatten with weld at 0’
Flatten with weld at 90”
pipe grades higher than L175, non-expanded
Crop end one sample CD
in multiple
CD
Flatten with weld at 90”
Electric-welded
lengths
Crop end one sample
Flatten with weld at 0’
pipe grades higher than L175, non-expanded
produced
in single length
-Lot of 50 tons or fraction thereof
One test from one length
Grade L175 welded
pipe, outside
diameter
2 73,0 mm
Flatten with weld at 90’
-P Lot of 100 lengths or less each size
Electric-welded
One test 101.6 mm min. in length
pipe grades higher than L175, cold expanded
Figure 3 - Flattening
tests (see 8.5.1.2 and 8.5.2.2)
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46
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Crop end one sample
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IS0 3183-1:1996(E)
0 IS0
8.5.1.3
Bend test
Bend tests are applied for welded -
one test per 25 t or fraction
grade L175 pipe of nominal
thereof,
nominal
size 2 and smaller
with a frequency
of
size 1 l/2 and smaller
and -one test per 50 t, or fraction 8.5.1.4
Manipulation
Submerged
thereof,
for pipe of nominal
tests for submerged
arc- and gas metal arc-welded
size 2.
arc- and gas metal arc-welds pipe shall be tested by the guided-bend
test.
Two test specimens shall be taken from the helical or each longitudinal seam weld in a length of pipe from each lot of 50 lengths or less of each combination of outside diameter, wall thickness, and grade; and from a strip end weld in length of pipe from each lot of 50 lengths or less of each combination of outside diameter wall thickness, and grade of finished helical seam pipe containing strip end welds. 8.5.1.5
Weld ductility
For electric-welded table 14.
test
pipe one test shall be made on a length
Table 14 - Test frequency Outside
Grade
of pipe from
for electric-welded
each lot size as indicated
pipe Lot size No. of lengths
diameter mm
L175, L210 and L245
60,3 to 141,3
400 or less
L175, L210 and L245
168,3 to 323,9
200 or less
L290 and hinher
60,3 to 323,9
200 or less
1355.6
100 or less
1 All grades
For multiple-length
pipe, a length shall be considered
The weld ductility test may also serve appropriate amounts of flattening. 8.5.1.6
Fracture
toughness
in
as each section cut from a particular
as one of the flattening
tests
of 8.5.1.2
multiple
by compliance
I
length. with
tests
(Lot size, see SR3 and SR4 in annex D.) 8.5.1.6.1
For grade L555 three specimens
representing
-
from one length of pipe from each cast for determining
-
from each lot for determining
the absorbed
one test shall be taken the shear area,
energy.
8.5.1.6.2 For grade L555 three specimens shall be taken from one length of pipe from each cast supplied in the order for drop weight tear testing on welded pipe of all diameters. 8.5.1.7
Metallographic
examination
Such examinations shall be performed at least once per working turn, or more frequently where grade, diameter, or wall thickness changes are made, or where significant excursions from operating heattreatment conditions are encountered for the grades covered in 7.4.
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47
0 IS0
IS0 3183-1:1996(E)
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Location
8.5.2 8.5.2.1
and orientation
of test pieces for mechanical
and technological
tests
Tensile test
Tensile test orientation shall be as shown in figure 4. At the option of the manufacturer for longitudinal seam welded pipe, the longitudinal specimens may be taken from the strip parallel to the rolling directions and approximately midway between edge and centre.
Weld tensile figure 4.
test specimens
shall be taken at 90” to the weld with the weld
at the centre,
as shown
in
1 1 f b,
Size designation
Welded pipe
Seamless pipe Longitudinal
I
Helical seam
seam
F 1 i t
&
@
Q@
1
-z 8 51%
j
A
A
a
1 k
a 1
&
,8oe&
@
I k 1. ::
2 8 51%
f (’ 1~
1;
C
i-
A = Strip specimen (any circumferential location for seamless). B = Transverse specimen (any circumferential location for seamless). pipe the specimen shall be taken from a location midway between C = Transverse weld specimen. Figure 4 - Orientation
1.
For double the welds.
seam
i
1. /
of tensile test specimens
1. 1 !, i
8.5.2.2 -
Flattening
Electric-welded
test (see also figure 3) pipe grades higher than L175 non-expanded
in multiple
I i
lengths.
I
-
l
Specimen
with end of coil location to be flattened
l
Specimen
from intermediate
Electric-welded l
locations
with weld at 90”.
to be flattened
with weld at 0”.
pipe grades higher than L175 non-expanded
Samples from the crop end locations to be flattened 50 % of them with a weld position at 90”.
; /
produced
!
in single length.
50 % of them with
a weld position
I
of 0” and
; /
1,
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i 1
IS0 3183-1:1996(E)
0 IS0
-
Cold expanded electric-welded outside diameter > 73 mm. l
Samples
to be flattened
pipe grades higher than L175 and all other welded
pipe, in grade L175,
with weld at 90”.
NOTE 12 Flattening tests with the weld at the 0” orientation may be conducted at 180” and the 90” orientation at 270” by agreement between the interested parties. 8.5.2.3
Bend test
A full-section 8.5.2.4
specimen
of appropriate
Manipulation
length shall be taken for bending.
tests for submerged
arc- and gas metal arc-welds
For the guided-bend test the test specimens one face-bend and one root-bend, both conforming figure 5, shall be taken from the helical or longitudinal weld and shall not contain repair welds. 8.5.2.5
Weld ductility
For the weld ductility 8.5.2.6
test test a full-section
Fracture toughness
The specimens notch oriented
specimen
of 50,8 mm minimum
Metallographic
specimens
from a location 90” from the weld, with the axis of the as shown in figure D.2. For pipe outside diameters
shall be used.
examination
The test specimen
shall be taken from a weld cross-section.
8.6
test
Hydrostatic
Each length of pipe shall withstand, without pressure and holding time specified in 8.10.9.
8.7
Dimensional
8.7.1 Consistency defined in 8.10.10.
testing
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8.7.2 For pipe outside diameters pipe shall be made on a random working turn.
hydrostatic
test to at least the
shall be ensured
by adequate
methods
as
2 114,3 mm the outside diameter measurements on the body of the basis; there shall not be less than three measurements per 8-hour
Each length of pipe shall be measured
8.7.4
Pipe outside
All other pipe shall be random
an inspection
and mass requirements
8.7.3
diameters
a leakage,
and weighing
with all dimensional
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length shall be used.
test
shall be oriented circumferentially through the pipe wall thickness
I 168,3 mm, longitudinal 8.5.2.7
to
for conformity
with wall thickness
requirements.
c 114,3 mm in grades L175, L210 and L245 shall be reasonably checked for conformity
with straightness
straight.
requirements.
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IS0 3183-1:1996(E)
8.8
0 IS0
Visual examination
All pipe shall be visually
examined
8.9
testing
Non-destructive
(see annex G).
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Except for grade L175 pipe, the weld seams of welded pipe outside diameters 2 60,3 mm shall be inspected full length (100 %) in accordance with the methods specified in 8.10.11.1. In addition, the strip end weld in finished helical seam pipe shall be so inspected. The location of equipment in the manufacturer’s facility shall be at the discretion of the manufacturer. By agreement between the interested parties, and when specified on the purchase shall be non-destructively tested in accordance with SR2 (annex D). By agreement between interested parties, and when specified be non-destructively tested in accordance with SR7 (annex D).
8.10 Test methods
on the purchase
order, seamless
pipes
order, electric-welds
shall
Chemical
I t
I i /
and results
If test equipment, whose calibration or verification is required under the provisions of this part of IS0 3183, is subjected to such unusual or severe conditions that its accuracy would become questionable, recalibration or a new verification shall be performed before further use of the equipment. 8.10.1
I , 2 1 / IL
i : I i”
1
analysis
) Methods
and practices
The results of chemical 8.10.2
relating
to chemical
analysis
analysis shall be performed
shall comply
with the requirements
in accordance
with ASTM A 751.
in 7.2.
Tensile test
8.10.2.1
General
Testing procedure annex II.
shall conform
to the requirements
of the latest edition
The results of the tensile test shall meet the requirements
of IS0 6892 or ASTM A 370,
for the steel grade concerned
shown
in table 3.
8.10.2.1.1 Tensile test machines shall have been calibrated within 15 months preceding any test in accordance with the procedures of ASTM E 4. Where yield strength is determined by the use of extensometers, such extensometers shall be calibrated within the preceding 15 months in accordance with the procedures of ASTM E 83. 8.10.2.1.2 All tensile tests, except transverse strength for 0,5 % total elongation (&,,), elongation
after fracture
The percentage where
elongation
( A 1 and shall be performed
elongation
S, is the initial
weld and ring tests, shall include determination of the yield the ultimate tensile strength (R,,,) and the percentage of
after fracture
cross sectional
The strain rate shall be in accordance
; [ 1 1 / , ! I 1 I ! I j, / i
at room temperature.
shall be reported area of the gauge
referred to a gauge length of 5,65 &
[ f / 1 ,!I
with
reference
length.
shall be determined
with the requirements
If other
to a gauge gauge
in accordance
length
lengths
of 5,65 & are used, the
with IS0 2566-l.
of IS0 6892.
I ! :r 50
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1
0 IS0
IS0 3183-1:1996(E)
When determining the elongation, the record or report shall show the nominal width of the test specimen where strip specimens are used, the diameter and gauge length where round bar specimens are used, or state if full section specimens are used. For L175 pipe, the manufacturer may certify that the material furnished has been tested and meets the mechanical requirements of grade L175. Hot flattening,
artificial
ageing or heat-treatment
of tensile specimens
is not permitted.
8.10.2.1.3 At the option of the manufacturer, the specimen may be either full section, strip specimen, round bar specimen as defined below. The type, size and orientation of the specimens shall be reported. If suitable testing grips, with curved faces are used or if the ends of specimens curvatures in the grip area, strip specimens - shall be approximately otherwise
are machined
to reduce the
31,8 mm wide in gauge length;
they shall be
- approximately
19,0 mm wide for pipe outside
diameters
c 101,6 mm;
- approximately
25,4 mm wide for pipe outside
diameters
101,6 mm to c 219,l mm, and
- approximately
38,l mm wide for pipe outside
diameters
2 219,l mm.
Alternatively, when grips with curved faces are not available, without heating. 8.10.2.2
or
Longitudinal
tensile
the ends of the specimens
may be flattened
tests
At the option of the manufacturer longitudinal tests may utilize a full section specimen, a strip specimen or, for pipe with wall thickness greater than 19,l mm, a 12,7 mm diameter round bar specimen. The strip specimen shall be tested without flattening. 8.10.2.3
Transverse
tensile tests
The transverse tensile following methods.
properties
shall be determined,
at the option
of the manufacturer,
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
a) The yield strength, ultimate tensile strength and elongation values shall be determined flattened rectangular specimen or a 12,7 mm or 8,9 mm round bar specimen. b) The yield strength shall ASTM A 370. The ultimate rectangular specimen.
be determined tensile strength
by one of the
on either
a
by the hydraulic ring expansion test in accordance with and elongation values shall be determined from a flattened
The same method of testing shall be employed for all lots in an order item. All transverse tensile specimens shall be as shown in IS0 6892 or ASTM A 370, annex II. All specimens shall represent the full wall thickness of the pipe from which the specimen was cut, except for round bar tensile specimens. Transverse round bar specimens are to be prepared from non-flattened pipe sections. The 12,7 mm diameter round bar specimens shall be used when the pipe size allows, and the 8,9 mm diameter round bar specimen shall be used for other sizes. For pipe sizes too small to allow a 8,9 mm specimen, round bar tensile specimens are not permitted. 8.10.2.4
Weld tensile
tests
Weld tensile properties shall be determined on a flattened rectangular specimen thickness of the pipe. Weld reinforcement may be removed at the manufacturer’s need not include determination of yield strength and elongation.
representing the full wall option. Weld tensile tests
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0 IS0
IS0 3183-1:1996(E)
Flattening 8.10.3
of transverse
Flattening
and weld specimens
Electric-welded l
.
l
-
8.10.4
with weld
position
given
in 8.5.2.2, in conformity
with
IS0 8492.
pipe in grades higher than L175.
For all pipe diameters to thickness ratios ( Dl T) I 10 - flatten to 2/3 of the original there shall be no opening of the weld. For pipe with a ( Dl T) > 10 - continue flattening no cracks or breaks other than in weld.
to l/3 of the original
outside
outside
diameter:
diameter:
there shall be
For all D/T ratios - continue flattening until opposite walls of the pipe meet: there shall occur no evidence of lamination or burnt metal during the entire test.
Grade L175 welded l
at room temperature.
test
The flattening test shall be performed Acceptable criteria shall be as follows: -
shall be performed
pipe.
Flatten to 3/4 of the original outside diameter without weld fracture: continue flattening the original outside diameter without cracks or breaks other than in the weld.
to 60 % of
Bend test
The bend test shall be carried out in accordance with IS0 8491. The full section specimen of appropriate length shall be bent cold through 90”, around a mandrel having a diameter not greater than twelve times the outside diameter of the pipe being tested, with the weld located approximately 45” from the point of contact of the specimen with the mandrel. No cracks shall occur in any portion of the pipe, and no opening shall occur in the weld. NOTE 13 For the purpose of mechanical testing the weld of electric-welded pipe of nominal size 2 and larger, “the weld” extends to a distance of 12,7 mm on either side of the fusion line. For pipe smaller than nominal size 2, “the weld” extends to a distance of 6,35 mm on either side of the fusion line. 8.10.5
Manipulation
tests for submerged
arc- and gas metal arc-welds
For the guided-bend test the specimens, conforming to figure 5, shall be bent approximately 180” in a jig substantially in accordance with figure 6. For any combination of outside diameter, wall thickness and grade, the maximum value for jig dimension A may be calculated by the formula given in figure 6. The manufacturer shall use a jig based on this dimension, or a smaller dimension at his option; however, to minimize the number of jigs required, standard values for dimension A have been selected to pipe outside diameters 2 323,9 mm. These values are listed for each diameter, wall thickness and grade in annex E. For intermediate grades or wall thicknesses, the next smaller standard value for dimension A shall be used. When dimension A is greater than 228,6 mm, the length of the specimen required to contact the male die need not exceed 228,6 mm. For pipe with wall thicknesses over 19,l mm, a reduced wall specimen, as shown in figure 5, may be used at the option of the manufacturer. Reduced wall specimens shall be tested in a jig with the A dimension calculated for 19,1 mm wall pipe of the appropriate size and grade. The specimen (a) shall not fracture completely, (b) shall not reveal any cracks or ruptures in the weld metal greater than 3,18 mm in length regardless of depth, and (c) shall not reveal any cracks or ruptures in the parent metal, the heat affected zone, or fusion line longer than 3,18 mm and deeper than 12,5 % of the specified wall thickness; except cracks which occur at the edges of the specimen and which are less than 6,35 mm long shall not be cause for rejection in (b) or (c) regardless of depth.
52
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--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
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0 IS0
IS0 3183-1:1996(E)
Dimensions
A-
in millimetres
Specimen edges may be oxygen cut and may also be machined
R 1.59 max.
-Wall
thickness (T)
, I
I 152.4 min. Weld reinforcement
shall be removed from both faces
Reduced wall specimens Optlonal for wall thickness over 19.1 mm
I
a) Face bend
This material removed before or after flattening, at manufacturer’s option
L
Reduced wall thickness
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
b) Root bend
wall L Reduced thickness Note - Use jig dimensions for 19.1 mm watt when testing with reduced wall specimens.
Figure 5 - Guided bend test specimen
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0 IS0
IS0 3183-1:1996(E)
Dimensions
hardened I‘oilers
Alternate
p* 4 ‘i; 46
=
may be s”bstit”te
Jigs
c ,. ‘,’ $’ \ ;I B
Adjustable
RA
in millimetres
Wrap-around
type
type
$4
B = A + 2T + 3,2mm RB = +B
where
D T
= specified = specified
e
= strain
Specified
factor outside diameter in millimetres wall thickness in millimetres
e values:
167,5 137,5 132,5 125,0 117,5
(L210) (L245, L290) (L320) (L360) (L385)
112,5 1 IO,0 102,5 90,o
Figure 6 - Jig for guided
(L415) (L450) (L485) (L555)
bend test
54
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--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
I,15 = peaking
IS0 3183-1:1996(E)
0 IS0
8.10.6
Weld ductility
tests
The specimens shall be flattened cold between parallel platens. direction of applied force (i.e. the weld at the point of maximum 3,18 mm in any direction in the weld or the parent metal shall distance between platens is less than the value of H calculated in
The weld shall be placed 90” from the bending). No crack or breaks exceeding occur on the outside surface until the accordance with a) or b) below:
a) Grades less than L360
3,07 T H= 0,07 + 3 ;
b) Grades L360 and higher
3,05 T H= 0,05 + 3 ;
where
H T D
is the distance between flattening platens in millimetres; is the specified wall thickness of the pipe in millimetres; is the specified outside diameter of the pipe in millimetres.
Cracks which originate cause for rejection. 8.10.7
Fracture
at the edge of the specimen
toughness
and which
are less than 6,35 mm long shall not be
test
For grade L555 the mandatory ASTM A 370.
fracture
toughness
tests have to be performed
at 0 “C in accordance
with
Three 10 mm x 10 mm Charpy V-notch specimens shall be used if obtainable from the pipe diameter and wall thickness. Otherwise appropriate specimen thicknesses shall be used with the required energy levels reduced in proportion to the thickness. For DWT-testing the test specimen, testing with the latest edition of ANSI/API RP 5L3. The test results shall comply
procedure,
with the requirements
and rating of the specimens
shall be in accordance
given in 7.3.3.
In case of grades lower than L555 - when so specified on the purchase order - the manufacturer shall conduct fracture toughness tests in accordance with SR3 or SR4 (annex D) or any combination of these, as specified by the purchaser. The testing temperature for SR3 and SR4 test, and also the Charpy V-notch energy value for SR3B, shall be selected by the purchaser.
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
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55
IS0 3183-1:1996(E)
8.10.8
Defective
0 IS0
mechanical
test specimen
For any of the mechanical tests in 8.5, any test specimen that shows defective preparation or material imperfections unrelated to the intent of the particular mechanical test, whether observed before or after testing, may be discarded and be replaced by another specimen from the same length of pipe. 8.10.9
Hydrostatic
test
Testing
conditions
8.10.9.1
Test pressures for all sizes of seamless pipe and for welded pipe with outside diameters c 508,O mm, shall be held for not less than 5 s. Test pressures for welded pipe with outside diameters 2 508,O mm shall be held for not less than 10 s. For threaded-and-coupled pipe, the test shall be applied with the couplings made up power-tight if this is specified on the purchase order, except that pipe with outside diameters > 323,9 mm may be tested in the plain-end condition. For threaded pipe furnished with couplings made up handling-tight, the hydrostatic test shall be made on the pipe in the plain-end or threads-only condition or with coupling applied, unless otherwise agreed upon by the interested parties. 8.10.9.2
Verification
of hydrostatic
test
In order to ensure that every length of pipe is tested to the required test pressure, each tester, except those on which continuous welded pipe is tested, shall be equipped with a recording gauge that will record the test pressure and the durationfor each length of pipe, or be equipped with some positive and automatic or interlocking device to prevent pipe from being classified as tested until the test requirements (pressure and time) have been complied with. Such records or charts shall be available for examination at the manufacturer’s facility by the purchaser’s inspectors when the purchaser is so represented at the manufacturer’s facility. The test pressure measuring device shall be calibrated by means of a dead weight tester, or equivalent, within four months prior to each use. Calibration records retention shall be per 8.3. Test pressures
The minimum test pressures shall be the standard test pressures listed in tables 6, 7, 8 and 9 (or an alternative test pressure - see footnote 4 in table 9) or an intermediate or higher pressure at the discretion of the manufacturer unless specifically limited by the purchaser, or a higher pressure as agreed upon between the interested parties. The minimum test pressure for grades, outside diameters, and wall thicknesses not listed shall be computed by the formula given below. Where the unlisted wall is intermediate to walls whose test pressure has been arbitrarily assigned, the test pressure for the intermediate wall shall be equal to the test pressure specified for the next heavier wall thickness. When computed pressures are not an exact multiple of 100 kPa, they shall be rounded to the nearest 100 kPa. The test pressures
P=
shall be computed
by the following
formula
and rounded
to the nearest 100 kPa.
2 000 ST D
where p is the hydrostatic test pressure, in kilopascals; S is the fiber stress in megapascals, equal to a percentage for the various sizes as shown in table 15; T is the specified wall thickness, in millimetres; D is the specified outside diameter, in millimetres.
of the specified
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minimum
yield strength
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
8.10.9.3
IS0 3183-1:1996(E)
0 IS0
Table 15 - Percentage
of specified
minimum
yield strength
of S
% of SMYS for calculation of S
Outside diameter mm
Grade
(SMYS) for calculation
Standard test pressure
1Alternative test pressure
1) Test pressures established arbitrarily. 2) Test pressures were limited to 17 200 kPa for 5 88,9 mm outside diameter, and to 19 300 kPa for sizes > 88,9 mm outside diameter. Test pressures for other sizes established arbitrarily. 3) Test pressures for grades L290 to L555 were limited to 20 700 kPa to accommodate hydrostatic tester limitations.
When the purchase order specifies a hydrostatic test that will produce a hoop stress greater than 90 % of the specified minimum yield strength, and when SR5 (see annex D) is specified on the purchase order, the test pressure shall be determined in accordance with SR5. NOTES 14 The hydrostatic test pressures given herein are inspection test pressures which design, and do not necessarily have any direct relationship to working pressures.
are not intended
as a basis for
15 When hydrostatic testing in excess of 90 % of specified minimum yield strength, using the formula applied forces for end sealing produce a compressive longitudinal stress which should be considered.
in 8.10.9.3, the
Supplementary
hydrostatic
For grades L290 and higher, additional internal pressure supplementary
conditions
hydrostatic
test
the manufacturer, by agreement between tests, which may involve one or more tests,
the formula
shown
in 8.10.9.3
shall
the interested parties, shall make of the following methods. In all be used
for stress
a) Hydrostatic destructive tests in which the minimum diameter of the pipe, but should not exceed 12,2 m.
length
of the specimen
b) Full-length
destructive
pressure
water column”
c) Hydrostatic
transverse
tests made by the “hydrostatic yield strength
tests using accurate
NOTE 16 Acceptable gauges are the roller-chain suitable gauges of a similar accuracy.
8.10.10
calculations.
Dimensions,
ring-expansion
is ten times
the outside
method.
strain gauges.
gauge, the “SR-4” (trade name) strain gauge, or other
mass and length
instruments except ring and plug thread gauges The accuracy of all measuring acceptance/rejection shall be verified at least once every operating turn. Accuracy verification length measuring tapes and other non-adjustable measuring devices shall be defined as a visual markings legibility and the general wear of fixed reference points. The verification procedure working
The
of test shall be as agreed upon.
gauges
manufacturer
shall
be documented.
The
adjustable
and
non-adjustable
shall be documented.
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designation
utilized
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
8.10.9.4
used for of rules, check of of these by the
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0 IS0
IS0 3183-1:1996(E)
If measuring equipment, whose calibration or verification is required under the provisions of this part of IS0 3183, is subjected to such unusual or severe conditions that its accuracy would become questionable, recalibration or a new verification shall be performed before further use of the equipment. 8.10.10.1
Outside
diameter
For pipe with outside diameters 2 114,3 mm, the outside shall be made at the mill with a diameter tape.
diameter
Measuring methods for the pipe ends and the out-of-roundness in 7.6.8.2 and 7.6.8.3. 8.10.10.2
measurements
are defined
on the body of the pipe
in connection
with tolerances
Wall thickness
Wall thickness measurements shall be made with a mechanical caliper or with a properly calibrated nondestructive inspection device of appropriate accuracy. In case of dispute, the measurement determined by use of the mechanical caliper shall govern. The mechanical caliper shall be fitted with contact pins having circular cross sections of 6‘35 mm diameter. The end of the pin contacting the inside surface of the pipe shall
be rounded
to a maximum
radius
of 38,lO mm
for pipe with
outside
diameters
2 168,3 mm,
a
maximum radius of d/4 for pipe with outside diameters < 168,3 mm, with a minimum radius of 3,2 mm. The end of the pin contacting the outside surface of the pipe shall be either flat or rounded to a radius of not less than 38,lO mm. 8.10.10.3
Mass
Each length of pipe with outside diameters 2 141,3 mm, shall be weighed separately, and the carload masses determined. Lengths of pipe with outside diameters 2 114,3 mm shall be weighed either individually or in convenient lots, at the option of the manufacturer, and the carload masses determined. A carload is considered to be a minimum of 18 144 kg. Threaded-and-coupled pipe shall be weighed with the couplings screwed on, but without thread protectors except for carload weighings, for which proper allowance shall be made for the mass of thread protectors. Threaded-and-coupled pipe may be weighed without the couplings screwed on providing proper allowance is made for mass of the couplings. 8.10.10.4
Length
When pipe is furnished with threads and couplings, the length shall be measured to the outer face of the coupling. The length of threaded-and-coupled pipe may be determined without the couplings screwed on providing proper allowance is made for the length of the couplings. The accuracy of length measuring devices for length of pipe less than 30 m shall be + 0,03 m. Straightness
Measurements may be made using measuring the greatest deviation. 8.10.11 8.10.11.1
Non-destructive Methods
a taut string
or wire from
end to end along
the side of the pipe
testing
of inspection
Submerged arc-welds shall be inspected by radiological methods in accordance with 8.10.11.2. Such inspection shall be full length, or for a minimum distance of 203 mm from each end if the balance of the weld length is inspected by ultrasonic methods in accordance with 8.10.11.3.1 to 8.10.11.3.4. Electric-welds to 8.10.11.3.4.
shall be inspected by ultrasonic or electromagnetic methods in accordance with 8.10.11.3.1 If necessary to meet the full length (100 %I inspection requirements of 8.9, pipe ends shall
58
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--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
8.10.10.5
IS0 3183-1:1996(E)
0 IS0
be inspected by using hand-held the interested parties.
ultrasonic
shear wave equipment,
or other NDT method
agreed between
Gas metal arc-welds shall be inspected full length by ultrasonic methods in accordance with 8.10.11.3.1 to 8.10.11.3.4. In addition, the welds shall be inspected by radiological methods in accordance with 8.10.11.2 to 8.10.11.2.10 for a minimum distance of 203 mm from each end. Strip end welds in finished helical seam pipe shall have been inspected in accordance with one or more of the methods specified above for the weld type. Radiological inspection shall include the junction of the strip end weld with the helical seam weld and, for cold expanded pipe, shall be performed after expansion. 8.10.11.2
Radiological
8.10.11.2.1
inspection
Radiological
inspection
equipment
The homogeneity of weld seams examined by radiological methods shall be determined X-rays directed through the weld material onto a suitable radiographic film or fluorescent television screen provided adequate sensitivity can be obtained. 8.10.11.2.2 --``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Operators
Fluoroscopic of fluoroscopic
operator equipment
Details of such training, testing in these programmes shall be: a) Classroom
instructions
by means of screen, or a
qualification shall be trained,
and certification
in the fundamentals
tested and certified
programmes of radiological
by the pipe manufacturer.
shall be available inspection
to the purchaser.
Included
techniques.
b) On the job training designed to familiarize the operator with specific installations including the appearance and interpretation of weld imperfections and defects. The length of time for such training shall be of sufficient duration to assure adequate assimilation of the knowledge required for conducting the inspection. c) Knowledge
of appropriate
d) A physical examination the required inspection.
requirements
of this specification.
at least once per year to determine
the operator’s
optical
capability
e) Upon completion of a) and b) above, an examination shall be given by the manufacturer the operator is qualified to properly perform fluoroscopic examinations. 8.10.11.2.3
Operator
to perform
to determine
if
certification
Certified operators whose work has not included fluoroscopic inspection for a period of one year or more shall be recertified by successfully completing the examination of e) above and also passing the physical examination of d) above. Substantial changes in procedure or equipment shall require recertification of the operators. 8.10.11.2.4
Radiological
NDT reference
standards
Unless otherwise specified, the reference standard shall be the API hole standard penetrameter described in a) below or, at the option of the manufacturer, the IS0 wire penetrameter (wire type image quality indicator in accordance with IS0 1027) described in b) below. By agreement between the interested parties, other standard penetrameters may be used. a) API hole standard penetrameter: The API hole standard penetrameter shall be as shown in figure 7 and made of a material with the same radiological characteristics as the pipe. The thickness of the penetrameter shall be a maximum of 4 % of the nominal wall thickness. Either 2 % or 4 % penetrameters may be used, the sizes of which are shown in tables 16 and 17.
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IS0 3183-1:1996(E)
0 IS0
Dimensions
38
T
P ‘>.-.~.++ k:-.v Identifying
1
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
I-
in millimetres
number
The diameter of each hole shall be I,6 mm. Holes shall be round and drilled perpendicular to the surface. Holes shall be free of burrs, but edges shall not be bevelled. Each penetrameter shall carry a lead identification number as given in tables 16 and 17. Figure 7 - API standard
Table 16 - API hole standard Identifying
I
4 % penetrameters
above mm
I
urlto mm
4,8
I
64 73 93 II,1 12,7 15.9 19,l 25,4 31,8 38,l
6,4
I
73 93 II,1 12.7 15,9 19,l 25,4 31,8
I
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Maximum penetrameter thickness I
Wall thickness
number
10 12 15 17 20 25 30 40 50 60
penetrameter
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mm
I
0,25 0,32 0,38 0,45 0,51 0.64 0,76 I,02 I,27 I,52
I
IS0 3183-1:1996(E)
0 IS0
Table 17 - API hole standard Identifying
2 % penetrameters Maximum penetrameter thickness
Wall thickness
number
up to
I
I
mm
I
6.4
mm 0.13 -I ~0,15 0,19
above mm 5.1 -,
64 789 ne J,i)
I
7;i 95
T
12,7 15,9 19.1 22.2
I
25.4
I
~~
17~7 .-,.
15,9 19,l 22.2 25.4 31.8
I
0~75 -,--
I I
0,32 0,38 0.45 0.51 0.64
b) IS0 wire penetrameter: The IS0 wire penetrameter shall be Fe l/7, Fe 6/12 or Fe IO/16 in accordance with tables 18 and 19 for the appropriate wall thickness. When the wire penetrameter is placed across the weld, the diameter of the wire employed shall be based on the specified wall thickness plus the estimated thickness of the weld reinforcement (not to exceed the maximum allowed) at the penetrameter location. When the penetrameter is placed on the base metal, the diameter of the wire employed shall be based on the specified wall thickness.
Table 18 - IS0 wire 4 % penetrameters Wire diameter
Wall thickness
Wire number above
I
up to
I
I
I
6
I
20.3
I
25.4
I
1.00
I
I
11
I
6.4 5,l 4,l 32
I
8.3
I
0.32 0,25 0,20 0,16 0,13 0,lO
I
12 13 14 15 16
23 2,o
64 5,l 4,l
32 23
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
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IS0 3183-1:1996(E)
0 IS0
Table 19 - IS0 wire 2 % penetrameters Wire diameter
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Wire number
10 11 12
16,5 12,7 IO,1
10 11 12 13 14 15
16,5 12,7 IO,1
20,3 16,5 12,7
0,40 0,32 0,25
20,3 16,5 12,7 IO,1
0,40 0,32 0,25 0,20 0,16 0,13
Fe IO/16
8.10.11.2.5
Frequency
83
83
6,4 5,l
6,4
of calibration
The penetrameter shall be used to check the sensitivity and adequacy of the radiographic technique on one pipe in every lot of 50 pipes, but not less than twice per 8-hour working shift, when the fluoroscopic method is used full length, and on each film when film is used. When film is used full length, one penetrameter shall be used for each length of pipe. The pipe shall be held in a stationary position during the adjustment of the radiographic technique by use of the penetrameter. Proper definition and sensitivity is attained when all three holes of the API standard penetrameter or individual wires of the IS0 penetrameter are clearly discernible. 8.10.11.2.6
Procedure
To evaluate 9,5 mm shall centre of the spaced 304,8 as described adjusted so penetrameter, 8.10.11.2.7
for evaluating
in-motion
operation
of fluoroscope
the definition of defects at operational speeds, a pipe section having a minimum wall of be used. Series of 0,8 mm holes, as shown in example 6, figure 8 shall be drilled into the weld to a depth of 100 percent of the total thickness. At least four such series shall be used, mm apart. As an alternative to the use of the pipe section described above, a penetrameter in 8.10.11.2.4 may be used at the option of the manufacturer. The speed of operation shall be that the holes in the pipe section or API penetrameter or individual wires in the IS0 are clearly visible to the operator.
Acceptance
limits for radiological
Radiological examination shall be capable 8.10.11.2.8 and 8.10.11.2.9.
inspection of detecting
weld
imperfections
62
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and defects
as described
in
IS0 3183-1:1996(E)
0 IS0
Example
1 : two 3,2 mm discontinuities
, l
l
6
a
4
Example
2 : one 3.2 mm, one 1,6 mm, two 0.8 mm discontinuities
l
0
. ... ..
+ Example
3 : one 3.2 mm, one 0.8 mm, six 0.4 mm discontinuities
0
Example
4 : four
0
0
0
1.6 mm discontinuities 1 0
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
’
Example
5 : two
1.6 mm,
Example
6 : eight
0
.
l
b
.
four 0.8 mm discontinuities
0.8 mm discontinuities
. . . . . . . . . . . . . . . .
Example
7 : sixteen
0,4 mm discontinuities
. .
.
. .
. .
. .
Example
6 : scattered,
.
.
.
.
.
three 0.8 mm, ten 0,4 mm discontinuities
Figure 8 - Examples of maximum distribution circular slag-inclusion and gas-pocket-type
patterns of indicated discontinuities
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0 IS0
IS0 3183-1:1996(E)
8.10.11.2.8
imperfections
observed
during
radiological
The maximum acceptance size and distribution shown in tables 20 and 21 and figures 8 and 9. NOTE 17 Unless
inspection
of slag inclusion
and/or
gas pocket
discontinuities
are
the discontinuities
are elongated, it cannot be determined with certainty whether the radiological slag inclusions or gas pockets. Therefore, the same limits apply to all circular-type
indications represent discontinuities.
The important factors to be considered in determining rejection or acceptance limits are size and spacing of discontinuities and the sum of the diameters in an established distance. For simplicity, the distance is established as any 152,4 mm length. Discontinuities of this type usually occur in an aligned pattern, but no distinction is made between aligned or scattered patterns. Also, the distribution pattern may be of assorted sizes. 8.10.11.2.9
Defects observed
during
radiological
inspection
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Cracks, lack of complete penetration, or lack of complete fusion, and discontinuities greater in size and/or distribution than shown in tables 20 and 21 and figures 8 and 9, as indicated by radiological examination shall be considered defects. See G.4 for disposition of pipe containing defects.
Example
1 : one 12,7 mm discontinuity
Example
2 : two 6.4 mm discontinuities
Example
3 : three 3.2 mm discontinuities
Figure 9 - Examples of maximum distribution patterns elongation slag-inclusion-type discontinuities
64
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of indicated
IS0 3183-1:1996(E)
0 IS0
Table 20 - Elongated
slag-inclusion-type
Maximum dimensions
accumulated
Size
I
Maximum number
in any 152,4 mm mm 152,4 1 76,2 2 50,8 3 in any 152,4 mm shall not exceed 12,7 mm.
length of discontinuities
Table 21 - Circular
(see figure 9)
Minimum separation
mm I,6 x 12,7 I,6 x 6,4 I,6 x 3,2 1) Maximum
discontinuitiesl)
slag-inclusion
and gas-pocket-type
Adjacent size
mm 3,22’ 3,2*’ 3,22r 3.22)
mm 3,2
I,6 I,6 I,6 083 03
I,6 0,8
discontinuitiesl)
I
Minimum separation
I
mm 50,8 25,4 12,7 9.5 12,7
I,6 0,8 0.4
0,4
1
93 6,4 6,43’
088
(see figure 8) Maximum number in any 152.4 mm 2 varies varies varies 4 varies varies 8 varies 16
0,4 4,8 OR4 0,4 32 1) The sum of the diameters of all discontinuities in any 152,4 mm shall not exceed 6,4 mm. 2) Maximum size discontinuity for wall thickness 5 6,4 mm shall be 2,4 mm. 3) Two discontinuities I 0,8 mm, may be as close as one diameter apart provided they are separated any other discontinuity by at least 12,7 mm.
8.10.11.2.10
Disposition
of defects observed
during
radiological
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Any weld defect detected as a result of radiological examination containing the defect shall be in accordance with G.4. 8.10.11.3 8.10.11.3.1
Ultrasonic
and electromagnetic
I
from
inspection shall be rejected.
Disposition
of the pipe
inspection
Equipment
Any equipment utilizing the ultrasonic or electromagnetic principles and capable of continuous and interrupted inspection of the weld seam shall be used. The equipment shall be checked with an applicable reference standard as described in 8.10.11.3.2 at least once every working turn to demonstrate its effectiveness and the inspection procedures. The equipment shall be adjusted to produce well defined indications when the reference standard used by the manufacturer is scanned by the inspection unit in a manner simulating the inspection of the product, and shall be capable of inspection I,6 mm on either side of the weld line for the entire wall thickness. 8.10.11.3.2
NDT reference
standards
Reference standards shall have the same specified diameter and thickness as the product being inspected and may be of any convenient length as determined by the manufacturer. Reference standards shall contain machined notches, one on the inside surface and one on the outside surface, or a drilled hole as shown in figure 10 at the option of the manufacturer. The notches shall be parallel to the weld seam and shall be separated by a distance sufficient to produce two separate distinguishable signals. The I,6 mm or
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0 IS0
IS0 3183-1:1996(E)
3,2 mm hole shall be drilled shown in figure IO.
through
the wall and perpendicular
to the surface
of the reference
standard
as
NOTE 18 The reference standard defined above are convenient standards for calibration of non-destructive testing equipment. The dimensions of these standards should not be construed as the minimum size imperfection detectable by such equipment.
8.10.11.3.3
Acceptance
Table 22 gives that produces defect unless provisions of film radiological
limits
the height of acceptance limit signals produced by reference standards. An imperfection a signal greater than the acceptance limit signal given in table 22 shall be considered a it can be demonstrated by the manufacturer that the imperfection does not exceed the G-3. Alternatively, indicated imperfections in submerged-arc welds may be reinspected by methods using 2 % penetrameters, in accordance with 8.10.11.2.
Table 22 - Acceptance Notch type
Weld type Submerged arc, gas metal arc and repair welds
Size hole
Acceptance
limit
mm
%
N5
I,6
100
All other
32 32
33 l/3 100 80
N 10, V IO B, P
Electric-weld
limits signal
In addition, for gas metal arc-welds, continuous flaw signals greater than 254 mm length, regardless of signal height, but greater than the background signal (noise) shall be reinspected by radiological methods in accordance with 8.10.11.2 (as modified above) or by other techniques as agreed upon between the interested parties. 8.10.11.3.4 Defects welding
Weld repair
in the weld, found by ultrasonic or electromagnetic methods and non-destructively reexamined in accordance with G.5.
8.10.11.3.5
Reinspection
of inspection,
may be repaired
by
of pipe ends
For cold expanded welded pipe non-destructively inspected only prior to cold expansion, the weld at each end of each length shall be non-destructively reinspected subsequent to cold expansion for a distance of at least 152,4 mm by any of the methods specified in 8.10.11.1 or by the magnetic particle method in accordance with 8.10.11.4. 8.10.11.4
Magnetic
particle
(For pipe ends per 8.10.11.3.5 8.10.11.4.1
inspection and for weld repairs to the pipe body.)
Equipment
The equipment used for magnetic particle inspection shall produce a magnetic field, transverse to the weld and of sufficient intensity to indicate weld area defects in the external surface of the pipe of the following character: open welds, partial or incomplete welds, intermittent welds, cracks, seams and slivers.
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
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IS0 3183-1:1996(E)
0 IS0
Dimensions
B (buttress)
in millimetres
notch
60” max.
+Fy
I
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
VI0 notch
Area of each side, 3.N mm* max. P (parallel slded) notch
t-r--i 1 max.
Length For eddy current: 38 mm max. total length For diverted flux and ultrasonic: 50 mm min. at full depth N5andNlOnotches
I
\ \
I
Orllled hole
Figure 10 - Reference standards
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0 IS0
IS0 3183-1:1996(E)
8.10.11.4.2
Reference
standard
arrangements shall be made by the manufacturer to perform a If requested by the purchaser, demonstration for the purchaser or his representative during production of his order. Such demonstration shall be on basis of pipe in process or sample lengths of similar pipe retained by the manufacturer for that purpose and which exhibit natural or artificially produced defects of the character stated in 8.10.11.4.1. Acceptance
limits
The manufacturer shall mark each magnetic particle indication and subsequently explore each indication with respect to depth of the imperfection. Imperfections which require grinding or chipping to determine their depth shall be completely removed by grinding, or by cutting off, or may be repaired by welding in accordance with G.5 and reexamined non-destructively.
8.11
Invalidation
of chemical,
mechanical
and technological
tests
A test will be invalid
(see also IS0 404, 8.4) if the results are unsatisfactory
a) faulty
production
of the test piece not attributable
b) faulty
mounting
c) faulty working
due to:
to defects in the steel itself;
of the test piece; of the test machine.
In each of these cases, the test shall be repeated.
8.12
Re-tests
8.12.1
Analyses
If the product analyses of both samples representing the cast fail to conform to the specified requirements, at the manufacturer’s option either the cast shall be rejected or the remainder of the cast shall be tested individually for conformity to the specified requirements. If the product analysis of only one of the samples representing the cast fails to conform to the specified requirements, at the manufacturer’s option either the cast shall be rejected or two recheck analyses shall be made using two additional samples from the cast. If both recheck analyses conform to the specified requirements, the cast shall be accepted, except for the pipe, plate or skelp, from which the initial sample that failed was taken. If one or both recheck analyses fail to conform to the specified requirements, at the manufacturer’s option either the cast shall be rejected or the remainder of the cast shall be tested individually for conformance to the specified requirements. For such individual Samples samples. 8.12.2
for
testing,
recheck
analyses for only the rejecting
analyses
shall
be taken
element
in the same
or elements
location
need to be determined.
as specified
for
product
analysis
Tensile test
If the tensile test specimen representing a lot of pipe fails to conform to the specified requirements, the manufacturer may elect to make retests on two additional lengths from the same lot. If both retest specimens conform to the requirements, all the lengths in a lot shall be accepted, except the length from which the initial specimen was taken. If one or both of the retest specimens fail to conform to the specified requirements, the manufacturer may elect to test individually the remaining lengths in the lot, in which case determinations are required only for particular requirements with which the specimens failed to comply in the preceding tests. Specimen for retest shall be taken in the same manner as the specimen which failed to meet the minimum requirements.
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--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
8.10.11.4.3
IS0 3183-1:1996(E)
0 IS0
8.12.2.1
Defective
tensile
test specimen
When the elongation of any tensile test specimen is less than that specified and if any part of the fracture is outside the middle third of the gauge length, as indicated by scribe scratches marked on the specimen before testing, a retest shall be allowed. 8.12.3
Flattening
Flattening
test
retest provisions
Non-expanded
are as follows.
electric-welded
pipe produced
in single length, higher than grade L 175.
Manufacturer may elect to retest any failed end until the requirements is not less than 80 % of its length after initial cropping. Non-expanded
electric-welded
pipe produced
in multiple
lengths,
higher
are met providing
the finished
pipe
than grade L 775.
Manufacturer may elect to retest each end of each individual length if any test fails. The retests for each end of each individual length shall be made with the weld alternately at 0” and 90”. Cold-expanded diameters
electric-welded
pipe
higher
than
grade
Ll75
and all welded
L175 pipe
with
outside
_ 290 N/mm*, but < 450 N/mm*; each grade with SMYS 2 450 N/mm*.
b) Within
76
each grade category,
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a thicker material
than the material
qualified.
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each
IS0 3183-1:1996(E)
0 IS0
c) Within the grade category and thickness range, a carbon equivalent (CE) based on product analysis for the material to be repaired which is more than 0,04 % greater than the CE of the material qualified, where Mn
Cr+Mo+V 5
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
cE=c+6+
B.2.1.3
Welding
+ Ni+Cu 15
materials
a) A change in filler metal classification. b) A change in electrode
diameter.
c) A change of more than 5 % in the composition
of shielding
d) A change of more than 10 % in the flow rate of shielding e) A change B.2.1.4
in submerged
Welding
arc-welding
gas.
flux from one designation
to another.
parameters
a) A change in the type of current b) A change
gas.
(i.e. AC instead of DC).
in polarity.
c) For automatic and semi-automatic welding, schedules of welding current, voltage and speed may be established to cover ranges of wall thicknesses. Within the schedule, appropriately selected points shall be tested to qualify the entire schedule. Thereafter, a new qualification is required if there is a deviation from the qualified schedule greater than: 1) 10 % in amperage; 2) 7 % in voltage; 3) 10 % in travel speed for automatic B.2.1.5
Weld bead
For manual B.2.1.6
and semi-automatic
b) The addition
B.2.2.1
at a pipe temperature of deletion
Mechanical Number
Two specimens B.2.2.2
welding,
a change in bead width greater than 50 %.
Preheat and post weld heat treat
a) Repair welding
B.2.2
welding.
lower than the pipe temperature
of the qualification
test.
of post weld heat treatment.
testing of tests
of each type are required
Transverse
from each test.
tensile test
The transverse tensile test specimen shall be approximately 38 mm wide and shall have the transverse butt weld perpendicular to the longitudinal axis at the centre of the test specimen (see figure B.1). The weld reinforcement shall be removed from both faces. The ultimate tensile strength shall be at least equal to the minimum specified for the pipe grade.
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0 IS0
IS0 3183-1:1996(E)
Dimensions
A-
in millimetres
Specimen edges shall be machined
R I,59 max.
-Wall
252.4 min. Weld reinforcementshallbe removed fromboth
Figure B.l - Transverse
B.2.2.3
Transverse
guided
thickness (73
-I
faces
tensile test specimen
bend test
The transverse guided bend test specimens shall conform to figure B.2. The weld shall be made in a groove as shown. Each specimen shall be placed on the die with the weld at mid-span, and shall be bent approximately 180” in a jig substantially in accordance with figure 6 in 8.10.5 and table B.l, with the exposed surface of the weld in tension. The bend test shall be considered acceptable if no crack or other defect exceeding 3,18 mm in any direction is present in the weld metal or base metal after bending. Cracks which both originate along the edges of the specimen during testing and measure less than 6,35 mm in all directions shall not be considered. Dimensions A-
in millimetres
Specimenedgesmaybeoxygen cutandmay alsobemachined
/ I
r 4
3
R 1.59 max.
I
152.4 min. Weld reinforcementshallbe
Figure B.2 - Transverse
1
removed
guided-bend
test specimen
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IS0 3183-1:1996(E)
0 IS0
Table B.l - Guided-bend
test jig dimension
(see figure 6 and 8.10.5) Pipe grade’)
L210, L275, L290 Radius of male member, RA Radius of female member, RB Width of male member, A Width of groove in female member, B
L320
L360, L390 4T
3 I/2 T
3T 4 T + I,6 mm
4 l/2 T + I,6 mm
8 T + 3,2 mm
4 l/2 T
5 T + I,6 mm
9T
10 T + 3,2 mm
9 T + 3,2 mm
L485, L555 5T
5 l/2 T + I,6 mm
8T
7T
6T
L415, L450
6 T + I,6 mm 10 T
11 T +3,2 mm
12 T + 3,2 mm
T = specified wall thickness of the pipe
1) For intermediate grades of pipe, the above dimensions of the bending jig shall conform to those shown for the next lower grade or shall be proportional thereto.
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
B.2.2.4
Nick-break
test
The nick-break specimens shall conform to figure B.3. The weld shall be made in a groove as shown. Each specimen shall be saw-notched from both edges at the centre of the weld and shall be broken by pulling or hammer blows at the centre of one end. The exposed surface of the specimen shall be visually examined, and shall be considered acceptable if it meets the following criteria. a) No gas pockets exceeding
I,59 mm in any direction.
b) Not more than one gas pocket of any size for specified
wall thickness
c) Not more than two gas pockets of any size for specified
wall thicknesses
d) Not more than three gas pockets of any size for specified e) To be acceptable, slag inclusions shall be separated appear > 1,59 mm in width or > 4,76 mm in length.
I6,35
wall thickness
mm.
I 12,7 mm, but > 6,35 mm. > 12,7 mm.
by at least 12,7 mm of sound
metal and shall not
Dimensions
L
Saw cut
152,4 min.
Figure 8.3 - Nick-break
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4
test specimen
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0 IS0
IS0 3183-1:1996(E) --``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
B.3
Welding
6.3.1
personnel
performance
qualification
Qualification
B.3.1.1 Each repair welder and operator is required to qualify. A repair welder or operator qualified on one grade category is qualified for any lower grade category provided the same welding process is used. B.3.1.2
Testing
For qualification, tests:
a repair welder
or operator
B.3.1.2.1
Film radiographic
B.3.1.2.2
Two transverse
guided
B.3.1.2.3
Two nick-break
tests per B.2.2.4.
B.3.1.3
examination
shall produce
welds
which
are acceptable
in the following
per 8.10.11.
bend tests per B.2.2.3.
Test failures
If one or more of the tests in B.3.1.2 fail to meet the specified requirements, the welder or operator may make one additional qualification weld. If that weld fails one or more of the tests in B.3.1.2, the welder or operator is disqualified. No further retests shall be permitted until the welder has completed additional training.
B.3.2
Requalification
Requalification
in accordance
with B.3.1 is required
under the following
B.3.2.1
One year has elapsed since the last prior applicable
qualification.
B.3.2.2
The individual
procedures
B.3.2.3
There is reason to question
has not been welding
using qualified
the individual’s
ability.
circumstances:
i / I /
for a period of three months.
! I I !
j I P , I i
i L i i I
i I i I
I ,
1 I i ! i t
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1
IS0 3183-1:1996(E)
0 IS0
Annex C (normative) Couplings C.l
Material
Couplings for grades L210 and L240 pipe shall be seamless and shall be made of a grade of material at least equal in mechanical properties to that of the pipe. Couplings for grade L175 pipe shall be seamless or welded, and shall be made of steel. By agreement between the interested parties, welded couplings may be supplied on pipe outside diameters 2 355,6 mm, if the couplings are properly marked.
C.2
Tensile test
A tensile test shall be made on each cast of steel from which couplings are produced, and the coupling manufacturer shall maintain a record of such tests. This record shall be open to inspection by the purchaser. If such test is made on finished couplings, either round specimens or strip specimens in accordance with IS0 6892, shall be used, at the option of the manufacturer.
C.3
Dimensions
Couplings
shall conform
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NOTE 22 Couplings
C.4
covered
to the dimensions
and tolerances
by table C.l are applicable
shown
to either threaded
in table C.l and figure or extra-strong
threaded
1. pipe.
Threading
Coupling threads, gauging practice and thread inspection shall conform to the requirements of the latest edition of IS0 10422. Couplings shall not be expanded to provide the required taper for threads.
C.5
Inspection
Couplings shall be free from blisters, pits, cinder marks and other efficiency of the coupling or break the continuity of the thread.
defects
which
would
impair
the
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IS0 3183-1:1996(E)
0 IS0
Table
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Nominal size designation
C.l - Coupling
Outside diameter of coupling W”
dimensions, (see figure
Minimum
length
masses I)
Diameter of recess Q m II,9 15,3 18,8 22,9 28,3
II 8 II '4 318 II 2 31,4
mm 14,3 18,3 22,2 27,0 33,4
NL mm 27,0 41,3 41,3 54,0 54,0
1 1 II4 1 I/2 2 2 I/2
40,o 52,2 55,9 73,0 85,7
66,7 69,8 69,8 73,0 104,8
35,0 43,8 49,9 62,7 75,4
3 3 l/2 4 5
101,6 117,5 132,l 159,9
108,O Ill,1 114,3 117,5
91,3 104,o 116,7 143,7
6 8 I( 1 1:!
187,7 244,5 298,4 355,6
123,8 133,4 146,0 155,6
170,7 221,5 275,4 326,2
11ID If SD It SD 2( ID
381,0 431,8 482,6 533,4
161,9 171,4 181,0 193,7
358,0 408,8 459,6 510,4
1 ) Tolerance
on outside
diameter
and tolerances
W: 2 1 %
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Width
of bearing face b mm
Or8 Or8 68 I,6 I,6 2,4 2,4 2,4
32 48 4,8 4,8 6,4
64 64 64
Calculated coupling mass kg 0,02 0,04 0,06 0,ll 0,15 0,25 0,47 0,41 0,84 I,48 I,86 2,69 3,45 4,53
93 93
5,87 IO,52 14,32 22,37
9,5 93 93 93
20,81 23,35 30,20 36,03
IS0 3183-1:1996(E)
0 IS0
Annex D (normative) Supplementary By agreement supplementary
between the interested parties requirements shall apply.
Supplementary
requirement
requirements
and when
specified
on the purchase
order the following
1 (SRI)
Colour identification SRI.1
Grade L320 and higher, pipe outside diameters accordance with the colour code given in SR1.3.
2 114,3 mm
SRI.2 The manufacturer shall apply a spot of paint of (approximately) the inside surface at one end of each length of pipe. SRI.3
The grade identification
colours
Supplementary Non-destructive
requirement testing
SR2.1 Supplementary
be identified
by colour
50 mm of the appropriate
colour
in
on
are as follows:
Grade
Colour
L320 L360 L390 L415
Black Green Blue Red White Purple Yellow
L450 L485 L555
I
shall
I---
I
2 (SR2)
of seamless non-destructive
line pipe testing
Seamless pipe shall be inspected full length for longitudinal defects by either magnetic particle inspection or by ultrasonic or electromagnetic methods. The location of the equipment in the mill shall be at the discretion of the manufacturer; however, the non-destructive testing must take place after all heat treating and expansion operations, if performed, but may take place before cropping, bevelling, and end sizing.
SR2.2 Magnetic When magnetic surface shall be determined and be considered a
particle
inspection
particle inspection is employed to inspect for longitudinal defects, the entire outside inspected. The depth of all imperfections revealed by magnetic particle inspection shall be when found to be greater than 12,5 % of the specified wall thickness the imperfection shall defect. Pipe containing defects shall be disposed of in accordance with G-4.
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83
IS0 3183-1:1996(E)
SR2.3 Ultrasonic
0 IS0
or electromagnetic
inspection
a) Equipment Any equipment utilizing uninterrupted inspection be of sufficient sensitivity b) Reference
the ultrasonic or electromagnetic principles and capable of continuous of the entire outer surface of the pipe or tube may be used. The equipment to indicate defects and shall be checked as prescribed in SR2.3 b).
and shall
standards
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A reference standard having the same nominal diameter and thickness as the product being inspected shall be used to demonstrate the effectiveness of the inspection equipment and procedures at least once every working turn. The reference standard may be of any convenient length as determined by the manufacturer. It shall be scanned by the inspection unit in a manner simulating the inspection of the product. For ultrasonic inspection, the reference standard shall contain a machined notch as specified in figure D.l a). For electromagnetic inspection, the reference standard shall contain either a machined notch Isee figure D.l a)] or a 3,2 mm drilled hole [see figure D.l b)l.
Dimensions
in millimetres
a) Notch
i b) Orllled hole
Figure D.l - Reference
standards
The notch shall be in the outer surface of the reference standard and parallel to the longitudinal axis of the pipe or, at the option of the manufacturer, may be oriented at such an angle as to optimize,the detection of anticipated defects. k The depth of notch, less than 0,30 mm.
h, shall be 12,5 % of the nominal
wall thickness
of the pipe being inspected,
but not
For ultrasonic and eddy current test the length of notch at full depth, L, shall be at least twice the width the scanning head.
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of
IS0 3183-1:1996(E)
0 IS0
For diverted flux the length of notch shall be as required by the equipment reproducible signal when the reference standard is passed through the equipment speed for the pipe being inspected. Three passes through the equipment shall reproducibility.
design to provide a at the inspection line be required to insure
The 3,2 mm hole shall be drilled radially through the wall of the reference standard. The inspection equipment shall be adjusted to produce a well-defined indication when the reference standard is scanned by the inspection unit. c) Acceptance
limits
Any imperfection that produces a signal greater than the signal received from the reference standard shall be considered a defect unless it can be demonstrated by the manufacturer that the imperfection does not exceed the provisions of G.3. Pipe containing defects shall be given one of the dispositions specified in G.4. NOTES 23 The reference standards defined above are convenient standards for calibration of non-destructive testing equipment. The dimensions of these standards should not be construed as the minimum size imperfection detectable by such equipment. 24 Reference standards other than the specific notch described above may be used by agreement interested parties. SR2.4
Marking
Pipe non-destructively
Supplementary
inspected
requirement
Fracture toughness
testing
in accordance
with this supplementary
requirement
The following
shall be marked SR2.
3 (SR3) (Charpy) of pipe outside
diameters
2 114,3 mm
SR3.1 The manufacturer is responsible for the performance of Charpy-V-notch ASTM A 370. Either one or both toughness criteria (A-shear area or B-absorbed under this supplementary requirement. SR3.2 SR3.
between the
applies to all specified
limits and observed
tests in accordance with energy) may be specified
values to be used in connection
with this
For purposes of determining conformity with this SR3, an observed value shall be rounded off to the nearest whole number in accordance with the rounding off method of ASTM A 29. Further, limiting values as specified or calculated under this SR3 shall be expressed as whole numbers rounded, if necessary. SR3.3
Flattening
of the pipe wall is not permitted.
SR3.4 When the wall thickness does not permit machining full size 10 mm by IO mm specimens the largest size possible, of either 213 size or l/2 size shall be substituted (see table D.1). The selection of subsize specimens for pipe whose size permits full size specimens is permissible by agreement between the interested parties.
A.
Shear area
SR3A.l Three transverse per cast produced.
specimens
shall be taken from
one length of pipe from each lot of 100 lengths
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0 IS0
IS0 3183-1:1996(E)
The requirements be secured. The specimen notch oriented
of this SR3 are limited
to pipe sizes and thickness
from which
a l/2 size specimen
may
shall be oriented circumferentially from a location 90” from the weld, with the axis of the through the pipe wall thickness as shown in figure D.2.
SR3A.2 The specimens shall be tested at IO “C or at a lower temperature as specified by the purchaser. The average shear value of the fracture appearance of the three specimens shall not be less than 60 % and the all-cast average for each order per diameter size and grade shall not be less than 80 %. Table D.l - Minimum Outside
wall thickness
Minimum
diameter full size specimen
mm 114,3 141,3 168,3 219,l 273,l 323,9 355,6 406,4 457,0 508,O 559,0 610,O 660,O 711,0 762,0 813,0 864,0 914,0 965,0 1016,O 1067,O 1118,0 1168,O 1219,0 1321,0 1422,0 1524,0 1626,0
for transverse
Charpy V-notch
wall thickness
specimens
for
2/3 size specimen
l/2 size specimen
mm
mm
mm
17,06 15,60 14,68 13,51 12,80 12,37 12,14 II,89 II,66 II,51 II,35 II,25 II,15 II,07 1 I,00 IO,95 IO,90 IO,85 IO,80 IO,74 IO,72 IO,70 IO,64 IO,62 IO,59 IO,54 IO,52 IO,46
13,74 12,27 II,30 IO,19 9,47 8,94 8,81 8,56 8,33 8,20 8,03 7,92 7,82 7,75 7,67 7,62 7,57 7,52 7,47 7,42 7,39 7,37 7,32 7,30 7,26 7,21 7,19 7,14
12,05 IO,59 9,60 8,51 7,80 7,37 7,14 6,88 6,65 6,50 6,35 6,25 6,15 6,07 5,99 5,94 5,89 5,84 5,79 5,74 5,72 5,69 5,64 5,61 5,59 5,54 5,51 5,46
SR3A.3 If the average of the three specimens from one cast does not meet the requirement of 60 % shear, the manufacturer may elect to repeat the tests on specimens cut from two additional lengths of pipe from the same cast. If such specimens conform to the specified requirements, all the lengths in the cast shall be accepted except the length initially selected for test. If any of the re-test specimens fail to pass this specified re-test requirement, the manufacturer may elect to test specimens cut from the individual lengths remaining in the cast. SR3A.4 The average shear value for a cast shall be the average of the original three specimens if this is 60 % or more; the combined average of the re-test specimens, provided the average of each group of three
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IS0 3183-1:1996(E)
0 IS0
specimens is 60 % or more; or, in the event individual lengths are tested, the combined average of all groups of three specimens that meet 60 %. The all-cast average value is the combined average of the value established for each cast. SR3A.5 If the all-cast average of the order does not meet the requirement of 80 % shear, the manufacturer shall be responsible for replacement of such casts as may be necessary to bring the average shear area up to 80 %. SR3A.6 Alternatively, the manufacturer may elect to test two or more additional lengths from one or more of the casts. In determining the new cast average, the original test values may be discarded if the pipe length represented is rejected or the three or more individual values averaged. In any case, the new test values shall be incorporated into the value for the cast. SR3A.7 Specimens showing material defects or defective preparation, whether observed breaking, may be discarded and replacements shall be considered as original specimens.
before
or after
SR3A.8 Marking Pipe tested in accordance with this supplementary requirement shall be marked to indicate the type of test and the test temperature. Temperatures below 0 “C shall be preceded by the letter M (see note 25). Example
at 0 “C:
SRSA-OC
Example
at - 40 “C:
SR3A-M40C
B.
Absorbed
energy
SR3B.l The fracture toughness of the pipe shall be determined using Charpy V-notch impact test specimens in accordance with the latest edition of ASTM A 370 and the requirements of SR3A.1, except that test frequency shall be as indicated in SR3B.2. Purchaser shall specify, in whole numbers, both the test temperature and the minimum average absorbed energy for full size specimens. Specimens used for shear area determination determination of absorbed energy.
according
to SRSA, may
be additionally
used
for the
SR3B.2 Three transverse 100 lengths.
specimens shall be taken from one length of pipe from each lot of at maximum In no case a lot shall contain more than one cast.
SR3B.3 For acceptance, not the the and
the average absorbed energy of the 3 individual specimens from a length shall be less than the full size value specified by the purchaser. In addition, the lowest individual reading of three specimens shall not be less than 75 % of the specified value. When subsize specimens are used, individual readings and the average of the three readings are divided by the fractional specimen size compared with the full size acceptance criteria.
SR3B.4 Specimens breaking,
showing material defects or defective preparations, whether observed may be discarded and replacements shall be considered original specimens.
before
or after
In the event a set of test specimens fails to meet the acceptance criteria, the manufacturer may elect to replace the lot of material involved or alternatively to test two or more lengths from the same lot. If both of the new tests meet the acceptance criteria, then all pipe in that lot with the exception of the original selected length shall be considered to meet the requirement. Failure of either of the two additional tests shall require testing of each length in the lot for acceptance.
SR3B.5 Pipe complying with this supplementary requirement shall be marked to indicate the type of test, the specified (full size) minimum average absorbed energy and the test temperature. Example for 40 J at 0 “C:
SR3B-40J-OC
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0 IS0
IS0 3183-1:1996(E)
SR3B-27J-M40C
Example
for 27 J at - 40 “C:
Example
for both SR3A and SRSB 27 J at - 40 “C:
NOTE 25 M signifies
a minus temperature
Supplementary
requirement
Drop weight or higher
tear (DW)
SR4.1 Fracture determined requirements:
by
SR3AB-27J-M40C
(see SR3A.8 Marking).
4 (SR4)
testing
on welded
pipe with
toughness of pipe with outside the manufacturer using drop
outside
diameters
2 508 mm, grade L360
diameters 2 508 mm, grade L360 and higher, shall be weight tear test in accordance with the following
SR4.2 Two transverse specimen shall be taken from one length of pipe from each cast supplied in the order. The specimens shall be oriented circumferentially from a location 90” from the weld with the axis of the notch oriented through the pipe wall thickness as shown in figure D.2. The specimens shall be tested at 10 “C or at a lower temperature as specified by the purchaser. SR4.3 The test specimens, testing the latest edition of API RP 5L3.
procedures,
SR4.4 At least 80 % of the casts shall exhibit specified test temperature.
and rating
a fracture
NOTE 26 Due to manufacturing difficulties encountered offer materials in all grades that meet this requirement.
of the specimens
appearance
with thicker
shall be in accordance
with
shear area of 40 % or more for the
materials,
pipe producers
may not be able to
SR4.5 In the event the average value of the two specimens from the length selected to represent the cast is less than 40 %, the manufacturer may elect to establish the cast average by testing two specimens from each of two or more additional lengths of pipe in the cast. In establishing the new cast average, the manufacturer may elect to employ the combined average of the three or more tests; or to discard the first test, reject the pipe from which it was taken, and employ the combined average of the two or more additional tests. Alternatively, the manufacturer may elect to test all the pipe in the cast, in which case 80 % or more of the lengths tested and applied to the order must exhibit an average of 40 % or more shear. SR4.6 Specimens showing material defects breaking, may be discarded and replacements
or defective preparation, whether observed shall be considered as original specimens.
SR4.7 The manufacturer the above requirements.
for replacement
shall be responsible
before
or after
of such casts as may be necessary
to meet
SR4.8 Marking Pipe tested in accordance with this supplementary test and the testing temperature. Example:
requirements
shall be marked
SR40C
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to indicate
the type of
IS0 3183-1:1996(E)
0 IS0
Longitudinalseampipe
Helical seampipe
Figure D.2 - Drop weight
Supplementary
requirement
End load compensation yield strength
tear (DWT) test specimen
5 (SR5)
for hydrostatic
test pressures
in excess of 90 % of specified
minimum
SR5.1 As a measure
to prevent distortion when testing at pressures equivalent to stresses in excess of 90 % of specified minimum yield strength, the manufacturer may apply a calculation to compensate for the forces applied to the pipe end which produce a compressive longitudinal stress. The calculation described below is based on Barlow’s formula (see 8.10.9.3) modified by a factor based on the maximum shear theory. The calculation may be applied only when testing in excess of 90 % of the specified minimum yield strength. The gauge pressure for testing may in no case be less than that calculated using Barlow’s formula at 90 % of specified minimum yield strength. NOTE 27 This calculation is an approximation of the effective hoop stress (S,) which is practical for application under mill pipe testing conditions. Other calculations provide closer approximations of effective hoop stress, but are complex and therefore impractical for application.
SR5.2 The test pressure calculated SR5.3 The hydrostatic test pressure the following metric formula:
s
E
p1 = 1000 D --2T
shall be rounded compensated
to the nearest 100 kPa. for pipe end loading
shall be calculated
according
to
_ PUAU A AI A,,
where
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89
IS0 3183-1:1996(E)
AI
A, AR
PI PR SE
D T
0 IS0
is the internal cross-sectional area of pipe, in square millimetres; is the cross-sectional area of pipe wall, in square millimetres; is the cross-sectional
area of ram, in square millimetres;
is the hydrostatic test pressure, in kilopascals; is the internal pressure on end sealing ram, in kilopascals; is the effective hoop stress, in megapascals, equal to a percentage strength; is the specified outside diameter, in millimetres; is the specified wall thickness, in millimetres.
SR5.4 The above formula may be manipulated appropriate to the manufacturer’s testing facility.
algebraically
of the specified
to provide
calculation
minimum
yield
in other
terms
SR5.5 Appropriate techniques for the control of effective hoop stress based on measurements of internal pipe and ram pressures vary according to hydrotester system design. The manufacturer shall provide a control technique appropriate to his installation.
requirement
Test certificates
for line pipe
6 (SR6)
SR6.1 The manufacturer shall deliver a certificate (in accordance with IS0 10474 - 3.1B) where this part of IS0 3183 is stated and where the following data, as applicable for each item for which this SR6 is specified on the purchase order are given. a) Specified
diameter,
wall thickness,
grade, process of manufacture,
and type of heat treatment
b) Chemical analyses (cast, product, control, and recheck) showing whose limits or reporting requirements are set in this specification
the weight
percent
c) Test data for all tensile tests required by this specification, including yield strength, strength, elongation. The type, size and orientation of specimens shall be shown. d) Fracture toughness test results (including specimen) where such testing is specified e) Minimum
hydrostatic
test pressure
test type and criteria, by the purchaser.
and the size, location
of all elements ultimate
tensile
and orientation
of
and duration.
f) For welded pipe for which non-destructive inspection of the weld seam is required by this part of IS0 3183, the method of non-destructive inspection employed (radiological, ultrasonic, electromagnetic, and/or magnetic particle) and the type and size of all penetrameters and/or reference standards used. g) For seamless pipe for which non-destructive inspection (see SR2) is specified by the purchaser, the method of inspection employed (ultrasonic, electromagnetic, or magnetic particle) and the type and size of the reference standard used. h) For electric-welded pipe, the minimum temperature for heat treatment of the weld seam. Where heat treatment is not performed, “No seam heat treatment” shall be stated on the certificate. i) Results of any supplemental
testing
required
such
by the purchaser.
SR6.2 The manufacturer shall establish and follow procedures for maintaining cast and lot identity of all pipes covered by this SR6. The procedures shall provide means for tracing any length of pipe or coupling to the proper cast and lot, and to all applicable chemical and mechanical test results.
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Supplementary
IS0 3183-1:1996(E)
0 IS0
Supplementary
requirement
Non-destructive
testing
SR7.1 Supplementary
7 (SR7)
of welds in electric-welded non-destructive
pipe
testing
The weld in electric-welded pipe shall be inspected full ultrasonic or electromagnetic methods. The location of of the manufacturer; however, the non-destructive hydrostatic testing, expansion and rotary straightening cropping, bevelling, and sizing of pipe.
SR7.2 Equipment
length for surface and subsurface defects by either the equipment in the mill shall be at the discretion testing must take place after all heat treating, operations, if performed, but may take place before
and reference standards
The ultrasonic or electromagnetic inspection equipment requirements are given in 8.10.11.3.1 and the reference standards are described in 8.10.11.3.2. Details of the specific techniques (e.g. method, reference standards, transducer properties, sensitivity, etc.) shall be agreed upon between the interested parties for the implementation of this supplementary requirement.
SR7.3 Acceptance
limits and EMI inspection
Table 22 gives the height of acceptance limit signals in percent of height of signals produced by reference standards. An imperfection that produces a signal greater than the acceptance limit signal given in table 22 shall be classified as defect.
SR7.4 Disposition Defects shall be disposed of in accordance permitted. If a defect is removed by grinding, originally used.
with G.4.a), G.4.c), and G.4.d). Repair by welding is not the ground area shall be reinspected by the same method
SR7.5 Marking Pipe non-destructively
Supplementary
inspected
requirement
in accordance
with this SR7 shall be marked
SR7.
8 (SR8)
SR8.1 For pipe grades up to L485 inclusive, and the following
formula Mn
cE=c+7+
Cr+Mo+V 5
SR8.2 The elements equivalent
the carbon shall not exceed 0,43 %:
analysed
+ Ni+Cu 15 for product
equivalent
(CE 1 calculated
using product
analysis
in % analysis
shall
include
all elements
contained
in the carbon
formula.
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Carbon equivalent
0 IS0
IS0 3183-1:1996(E)
Annex E (normative) Table Size designation
E.l - Guided
bend
test
jig dimensions Dimension mm
Wall thickness L320
L360
Grade L390
L415
L450
L485
L555
35,6 40,6 40,6 48‘3 55,9 66,O 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 157,5 188,O 223,5 266,7 320,O 459,7 40,6
40,6 40,6 48,3 48,3 55,9 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 157,5 188,O 223,5 266,7 320,O 383,5 459,7 40,6
40,6 48,3 48,3 55,9 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 188,O 266,7 320,O 383,5 459,7 551,2 40,6
40,6 48,3 55,9 55,9 66,O 78,7 94,0 94,0 94,0 Ill,8 132,l 157,5 188,O 223,5 266,7 320,O 383,5 551,2 660,4 48,3
40,6 48,3 55,9 55,9 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 188,O 223,5 266,7 383,5 459,7 551,2 792,5 48,3
48,3 55,9 55,9 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 223,5 266,7 320,O 459,7 551,2 550,4 792,5 55,9
40,6 48,3 55,9 66,O 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 188,O 223,5 266,7
48,3 48,3 55,9 66,O 78,7 78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 223,5 266,7 266,7
48,3 55,9 66,O 66,O 78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 223,5 266,7 320,O
55,9 55,9 66,O 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 157,5 223,5 266,7 320,O 383,5
55,9 55,9 66,O 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 188,O 223,5 266,7 320,O 383,5
55,9 66,O 78,7 78,7 94,0 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 320,O 383,5 459,7
55,9 66,O 66,O 78,7 94,0 Ill,8 132,l 132,l 132,l 157,5 188,O 223,5 266,7 320,O 459,7 660,4 792,5 792,5 792,5 66,O 66,O 66,O 78,7 94,0 Ill,8 Ill,8 132,l 157,5 188,O 188,O 223,5 266,7 320,O 383,5 459,7 660,4
320,O 383,5 459,7 40,6 40,6 48,3 55,9 55,9
320,O 383,5 551,2 40,6 40,6 48,3 55,9 66,O 78.7
383,5 459,7 551,2 40,6 48,3 55,9 55,9 66,O
459,7 551,2 660,4 48,3 48,3 55,9 66,O 78,7
459,7 551,2 792,5 48,3 55,9 55,9 66,O 78,7
787
78,7
767
551,2 792,5 792,5 55,9 55,9 66,O 66,O 78,7 94,o
792,5 792,5 792,5 66,O 66,O 78,7 78,7 94,0 Ill,8
T mm 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 12 314 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 16 16 16 16 16 16
4,4 4,8
52 56 64 7,l 7,9
84 8,7 93 IO,3 II,1 12,7 14,3 15,9 17,5 19,l 20,6 22,2
4,8 52
L210 25,4 30,5 35,6 40,6 48,3 55,9 55,9 55,9 66,O 78,7 Ill,8 132,l 157,5 188,O 223,5 266,7 30,5 30,5
5,3 5,6
64 7,l 73
8,7 93 IO,3 II,1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 20,6 22,2 23,8 4,8 5,2
56 6,4 7,l 73
40,6 48,3 48,3 55,9 66,O 78,7 94,0 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 266,7 30,5 30,5 35,6 40,6 40,6
483
L245 L290 35,6 35,6 40,6 40,6 55,9 55,9 66,O 78,7 78,7 78,7 94,0 Ill,8 132,l 157,5 188,O 223,5 266,7 320,O 383,5 35,6 40,6 40,6 40,6 48,3 55,9 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 157,5 188,O 223,5 223,5 266,7 266,7 320,O 383,5 35,6 40,6 40,6 48,3 55,9 66.0
A,
66,O
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IS0 3183-1:1996(E)
0 IS0
Table E.l - (continued Size lesignation
T mm
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16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 20 20 20 20 20 20 20 20 20 20 20 20
Dimension mm
Wall thickness
8,7 93 IO,3 II,1 II,9 12,7 14,3 15,9 17.5 19,l 20,6 22,2 25,4 27,0 28,6 30,2 4,8
56 64 7,l 73 8,7 93 IO,3 11.1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25.4 27,0 28,6 30,2 31.8 5,6 6,4 7,l 73
67 93 IO,3 II,1 II,9 12,7 14,3 15.9
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L210 55,9 66,O 78,7 94,0 Ill,8 Ill,8 132,l 157,5 188,O 188,O 223,5 266,7 266,7 320,O 25,4 35,6 40,6 40,6 48,3 55,9 55,9 78,7 78,7 94,0 Ill,8 132,l 157,5 157,5 188,O 223,5 223,5 266,7 266,7 320,O 383,5 30,5 40,6 40,6 48,3 55,9 55,9 66,O 78,7 94,0 Ill,8
L245 L290 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 188,O 223,5 266,7 266,7 320,O 383,5 459,7 551,2 35,6 40,6 48,3 55,9 66,O 66,O 78,7 78,7 94,0 Ill,8 Ill,8 132,l 157,5 188,O 188,O 223,5 266,7 320,O 320,O 383,5 459,7 459,7 551,2 40,6 48,3 55,9 66,O 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 157,5
A,
L320
L360
Grade L390
L415
L450
L485
L555
78,7 78,7 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5 266,7 320,O 383,5 383,5 459,7 551,2 35,6 40,6 48,3 55,9 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 188,O 223,5 223,5 266,7 320,O 383,5 383,5 459,7 551,2 660,4 40,6 48,3 55,9 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5
78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 188,O 223,5 266,7 320,O 320,O 383,5 459,7 551,2 564,2 40,6 48,3 55,9 66,O 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 188,O 188,O 223,5 266,7 320,O 383,5 383,5 459,7 551,2 660,4 660,4 48,3 55,9 66,O 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5
94,0 94,0 Ill,8 132,l 132,l 157,5 188,O 223,5 266,7 266,7 320,O 283,5 459,7 551,2 564,2 792,5 40,6 48,3 55,9 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 223,5 266,7 320,O 320,O 383,5 459,7 551,2 660,4 792,5 792,5 48,3 55,9 66,O 78,7 78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O
94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 223,5 266,7 320,O 383,5 459,7 551,2 564,2 792,5 792,5 48,3 55,9 66,O 66,O 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 188,O 223,5 223,5 266,7 320,O 383,5 459,7 551,2 551,2 660,4 792,5 792,5 55,9 66,O 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O
94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 223,5 266,7 320,O 383,5 459,7 551,2 564,2 792,5 792,5 48,3 55,9 66,O 78,7 78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 223,5 266,7 320,O 320,O 383,5 459,7 551,2 660,4 792,5 792,5 792,5 55,9 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 188,O 188,O
Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5 266,7 320,O 383,5 459,7 551,2 660,4 792,5 792,5 792,5 48,3 55,9 66,O 78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 223,5 266,7 320,O 383,5 459,7 551,2 660,4 792,5 792,5 792,5 792,5 55,9 66,O 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 223,5
132,l 157,5 157,5 188,O 188,O 223,5 266,7 320,O 383,5 551,2 660,4 792,5 792,5 792,5 792,5 792,5 66,O 78,7 94,0 Ill,8 132,l 132,l 157,5 188.0 188,O 223,5 266,7 320,O 383,5 459,7 551,2 662,9 792,5 792,5 792,5 792.5 792,5 792,5 66,O 78,7 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 266,7
93 Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
IS0 3183-1:1996(E)
0 IS0
Table E.l - (continued) Size iesignatior
Wall thickness T mm
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
20 20 20 20 20 20 20 20 20 20 20 20 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 24 24 24 24 24 24 24 24 24 24 24 24 24
17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8 33,3 34,9
56 64 7,l 73
87 93 IO,3 II,1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8 33,3 34,9 36,5 38,l 6,4 7,l 73 8,7 93 IO,3 II,1 II,9 12,7 14,3 15,9 17,5 19,l
Dimension mm L210 132,l 132‘1 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 30,5 35,6 40,6 48,3 55,9 55,9 66,O 78,7 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 266,7 266,7 320,O 320,O 320,O 383,5 383,5 35,6 40,6 48,3 55,9 55,9 66,O 78,7 94,0 Ill,8 Ill,8 132,l
L245 L290 157,5 188,O 223,5 223,5 266,7 320,O 320,O 383,5 459,7 459,7 551,2 551,2 40,6 48,3 55,9 66,O 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 266,7 266,7 320,O 320,O 383,5 459,7 459,7 551,2 551,2 660,4 48,3 55,9 55,9 _ 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 188,O
A,
L320
L360
Grade L390
L415
L450
L485
L555
188,O 188,O 223,5 266,7 266,7 320,O 383,5 383,5 459,7 551,2 551,2 660,4 40,6 48,3 55,9 66,O 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5 223,5 266,7 320,O 320,O 383,5 383,5 459,7 551,2 551,2 640,4 640,4 48,3 55,9 66,O 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 157,5 157,5 188,O
188,O 223,5 266,7 266,7 320,O 383,5 383,5 459,7 551,2 551,2 660,4 792,5 48,3 55,9 66,O 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 188,O 223,5 223,5 266,7 320,O 320,O 383,5 383,5 459,7 551,2 551,2 660,4 792,5 792,5 55,9 55,9 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 188,O 188,O
223,5 223,5 266,7 320,O 383,5 383,5 459,7 551,2 660,4 660,4 792,5 792,5 48,3 55,9 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 188,O 188,O 223,5 266,7 320,O 320,O 383,5 383,5 459,7 551,2 551,2 660,4 792,5 792,5 792,5 55,9 66,O 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5
223,5 266,7 320,O 320,O 383,5 459,7 551,2 551,2 660,4 792,5 792,5 792,5 55,9 66,O 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 223,5 266,7 266,7 320,O 383,5 383,5 459,7 551,2 551,2 660,4 792,5 792,5 792,5 792,5 55,9 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 223,5 223,5
223,5 266,7 320,O 383,5 383,5 459,7 551,2 660,4 660,4 792,5 792,5 792,5 55,9 66,O 66,O 78,7 94,0 94,0 Ill,8 132,l 132,l 132,l 157,5 188,O 223,5 266,7 266,7 320,O 383,5 459,7 459,7 551,2 660,4 660,4 792,5 792,5 792,5 792,5 66,O 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 223,5 223‘5
266,7 320,O 383,5 383,5 459,7 551,2 660,4 792,5 792,5 792,5 792,5 792,5 55,9 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5 266,7 266,7 320,O 383,5 459,7 459,7 551,2 660,4 792,5 792,5 792,5 792,5 792,5 792,5 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 223,5 223,5 266,7
320,O 383,5 459,7 551,2 660,4 792,5 792,5 792,5 792,5 792,5 792,5 792,5 66,O 78,7 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 266,7 320,O 383,5 383,5 459,7 551,2 660,4 792,5 792,5 792,5 792,5 792,5 792,5 792,5 792,5 78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 223,5 266,7 320,O 320,O
94
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
IS0 3183-1:1996(E)
0 IS0
Table E.l - (continued) Size lesignation
Wall thickness T mm
24 24 24 24 24 24 24 24 24 24 24 24 24 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 30 30 30 30
20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8 33,3 34,9 36,5 38,l 39,7 6,4 7,l 73 8,7 93 IO,1 II,1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4
64 7,l 73 8,7 93 IO,3 II,1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 684 7,l 73
87
Dimension mm L210 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 383,5 383,5 35,6 40,6 48,3 55,9 55,9 66,O 78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 188,O 36,6 40,6 48,3 55,9 66,O 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 36,6 40,6 48.3
A,
L245 L290 188,O 223,5 223,5 266,7 320,O 320,O 383,5 383,5 459,7 459,7 551,2 551,2 660,4 48,3 55,9 55,9 66,O 78,7 78,7 94,0 94,0 94,0 Ill,8 132,l 157,5 157,5 188,O 223,5 223,5 266,7 48,3 55,9 55,9 66,O 78,7 78,7 94,0 94,0 94,0 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 266,7 48,3 55,9 55,9
L320
L360
Grade L390
L415
L450
L485
L555
223,5 223,5 266,7 266,7 320,O 320,O 383,5 383,5 459,7 551,2 551,2 660,4 660,4 48,3 55,9 66,O 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 266,7 266,7 48,3 55,9 66,O 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5 266,7 48,3 55,9 66,O
223,5 266,7 266,7 320,O 320,O 383,5 459,7 459,7 551,2 551,2 660,4 660,4 792,5 55,9 55,9 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 188,O 188,O 223,5 223,5 266,7 320,O 55,9 55,9 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5 223,5 266,7 266,7 55,9 55,9 66,O
266,7 266,7 320,O 320,O 383,5 459,7 459,7 551,2 551,2 660,4 792,5 792,5 792,5 55,9 66,O 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5 223,5 266,7 320,O 320,O 55,9 66,O 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 223,5 223,5 266,7 266,7 320,O 55,9 66,O 66,O
266,7 320,O 320,O 383,5 383,5 459,7 551,2 551,2 660,4 792,5 792,5 792,5 792,5 55,9 66,O 78,7 78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 266.7 266,7 320,O 383,5 55,9 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 188,O 188,O 223,5 266,7 266,7 320,O 320,O 55,9 66,O 78,7
266,7 320,O 320,O 383,5 459,7 459,7 551,2 660,4 660,4 792,5 792,5 792,5 792,5 66,O 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 223,5 223,5 266,7 320,O 320,O 383,5 55,9 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 266,7 266,7 320,O 320,O 55,9 66,O 78,7
66,O
66,O
78,7
78,7
767
78,7
320,O 320,O 383,5 459,7 459,7 551,2 660,4 660,4 792,5 792,5 792,5 792,5 792,5 66,O 78,7 78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 266,7 320,O 320,O 383,5 383,5 66,O 78,7 78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 223,5 266,7 266,7 320,O 383,5 383,5 66,O 78,7 78,7 940
383,5 459,7 551,2 551,2 660,4 792,5 792,5 792,5 792,5 792,5 792,5 792,5 792,5 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 223,5 266,7 266,7 320,O 383,5 383,5 459,7 551,2 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 223,5 223,5 266,7 320,O 320,O 383,5 459,7 459,7 78,7 94,0 94,0 Ill,8
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
95
0IS0
IS0 3183-1:1996(E) --``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Table E.l - (continued Size lesignatior
Wall thickness T mm
30 30 30 30 30 30 30 30 30 30 30 30 30 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34
93 IO,3 II,1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 6,4 7,l 73 8,7 93 IO,3 II,1 1 I,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8
64 7,l 73 8,7 93 IO,3 II,1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4
F L210
55,9
66,O 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 35,6 40,6 48,3 55,9 66,O 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 223,5 35,6 40,6 48,3 55,9 66,O 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O
Dimension mm L245 L290 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 48,3 55,9 55,9 66,O 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 48,3 55,9 55,9 66,O 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5
A,
L320
L360
Grade L390
L415
L450
L485
L555
78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5 223,5 266,7 48,3 55,9 66,O 66,O 78.7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5 223,5 266,7 266,7 266,7 320,O 320,O 48,3 55,9 66,O 66,O 78,7 78,7 94,0 94,0 94,0 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5
78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5 223,5 266,7 266,7 55,9 55,9 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 266,7 266,7 266,7 320,O 320,O 383,5 48,3 55,9 66,O 78,7 78,7 94,0 94,0 94,0 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5 266,7
94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 266,7 266,7 320,O 55,9 66,O 66,O 78,7 94,0 94,0 Ill,8 11 I,8 Ill,8 132,l 157,5 188,O 188,O 223,5 223,5 266,7 320,O 320,O 383,5 383,5 383,5 55,9 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5 223,5 266,7 266,7 320,O
94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5 223,5 266,7 320,O 320,O 55,9 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 383,5 459,7 55,9 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5 223,5 266,7 266,7 320,O
94,0 Ill,8 111.8 132.1 132,l 157,5 188,O 188,O 223,5 266,7 266,7 320,O 320,O 55,9 66,O 78,7 78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 223,5 223,5 266,7 320,O 320,O 383,5 383,5 459,7 459,7 55,9 66,O 78,7 78,7 94,0 94,0 Ill,8 111.8 132,l 157,5 157,5 188,O 223,5 223,5 266,7 266,7 320.0
Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 223,5 266,7 266,7 320,O 320,O 383,5 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 132,l 157,5 188,O 223,5 223,5 266,7 320,O 320.0 383,5 383,5 459,7 459,7 551,2 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 132,l 157,5 188,O 223,5 223,5 266,7 266,7 320,O 383,5
132,l 132,l 157,5 157,5 188,O 188,O 223,5 266,7 320,O 320,O 383,5 459,7 459,7 78,7 94,0 94,0 Ill,8 132,l 144,8 157,5 157,5 157,5 188,O 223,5 266,7 266,7 320,O 383,5 383,5 459,7 459,7 551,2 660,4 660,4 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 223,5 266,7 266,7 381,0 383,5 383,5 459.7
I
/
I /
1 I I
b , I ,
/
/ j
/ 1
/
i i
f
1
I / i I i
F i
, I
/
*
i j I
96
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
[ i
IS0 3183-1:1996(E)
0 IS0
Table E.l - (continued) Size iesignation
Wall thickness T mm
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
34 34 34 34 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 40 40 40 40 40 40 40
27,0 28,6 30,2 31,8
64 7,l 73 8,7 93 IO,3 II,1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8 7.9
EL7 93 IO,3 II,1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8 73
67 93 IO,3 II,1 II,9 12,7
Dimension mm L210 188,O 188,O 223,5 223,5 35,6 40,6 48,3 55,9 66,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 157,5 188,O 188,O 223,5 223,5 48,3 48,3 55,9 55,9 66,O 66,O 78,7 78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,l 157,l 188,O 188,O 223,5 223,5 48,3 48,3 55,9 55,9 66,O 66,O
787
L245 L290 266,7 266,7 266,7 320,O 48,3 55,9 55,9 66,O 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 223,5 223,5 223,5 266,7 266,7 320,O 55,9 66,O 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 55,9 66,O 66,O 78,7 78,7 94,0 94,o
A,
L320
L360
Grade L390
L415
L450
L485
L555
266,7 266,7 320,O 320,O 48,3 55,9 55,9 66,O 78,7 78,7 94,0 94,0 94,0 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 55,9 66,O 78,7 78,7 94,0 94,0 94,0 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 320,O 55,9 66,O 78,7 78,7 94,0 94,0 94.0
266,7 320,O 320,O 383,5 48,3 55,9 66,O 66,O 78,7 94,0 94,0 94,0 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 66,O 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 320,O 66,O 66,O 78,7 78,7 94,0 94,0 Ill,8
320,O 383,5 383,5 459,7 55,9 66,O 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 383,5 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5 223,5 266,7 266,7 320,O 320,O 320,O 383,5 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8
320,O 383,5 383,5 459,7 55,9 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 383,5 383,5 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 266,7 266,7 266,7 320,O 320,O 383,5 383,5 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132.1
320,O 383,5 383,5 459,7 55,9 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5 223,5 266,7 266,7 320,O 320,O 283,5 383,5 459,7 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5 223,5 266,7 ,266,7 320,O 320,O 383,5 383,5 383,5 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l
383,5 459,7 459,7 459,7 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 383,5 459,7 459,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 266,7 266,7 320,O 320,O 383,5 383,5 459,7 459,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l
459,7 551,2 551,2' 660,4 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 223,5 266,7 266,7 320,O 320,O 383,5 383,5 459,7 551,2 551,2 660,4 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 223‘5 223,5 266,7 320,O 320,O 383,5 383,5 459,7 459,7 551,2 551,2 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157.5
97
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
,
IS0 3183-1:1996(E)
0 IS0
Table Size designation
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
40 40 40 40 40 40 40 40 40 40 40 40 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 46 46 46
E.l - bmrinuedl
Wall thickness
Dimension mm
T mm
L210
14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8 8,7 93 IO,3 II,1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8 8,7 93 IO,3 II,1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8 8,7 985 IO,3
78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 48,3 55,9 55,9 66,O 66,O 78,7 78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 188,O 223,5 48,3 55,9 55,9 66,O 66,O 78,7 78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 188,O 223,5 48,3 55,9 553
A,
L245 L290 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 66,O 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 66,O 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 66,O 66,O
L320
L360
Grade L390
L415
L450
L485
L555
Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 320,O 66,O 78,7 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5 223,5 266,7 266,7 320,O 66,O 78,7 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5 223,5 266,7 266,7 320,O 66,O 66,O
78,7
787
132,l 132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 320,O 320,O 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 223,5 223,5 266,7 266,7 266,7 320,O 320,O 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 66,O 78,7 78,7
132,l 157,5 157,5 188,O 223,5 223,5 266,7 266,7 266,7 320,O 320,O 383,5 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 266,7 266,7 266,7 320,O 320,O 383,5 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 78,7 78,7 940
132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 383,5 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 383,5 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 320,O 383,5 78,7 94,0 90
157,5 157,5 188,O 188,O 223,5 266,7 266,7 320,O 320,O 320,O 383,5 383,5 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 266,7 266,7 266,7 320,O 320,O 383,5 383,5 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 383,5 78,7 94,0 94,o
157,5 188,O 188,O 223,5 266,7 266,7 320,O 320,O 383,5 383,5 383,5 459,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 266,7 266,7 320,O 320,O 320,O 383,5 383,5 459,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320.0 320,O 383,5 383,5 459,7 94,0 94,0 Ill,8
188,O 223,5 223,5 266,7 320,O 320,O 383,5 383,5 459,7 459,7 551,2 551,2 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 223,5 223,5 266,7 266,7 320,O 383,5 383,5 459,; 459,7 459,7 551,2 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 223,5 223,5 266,7 266,7 320,O 320,O 408,9 383,5 459,7 459,7 551,2 Ill,8 Ill,8 132,l
98
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
0 IS0
IS0 3183-1:1996(E)
Table Size lesignation
Wall thickness T mm
46 46 46 46 46 46 46 46 46 46 46 46 46 46 46 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 52 52 52 52 52 52 52 52 52 52 52 52 52 52 52 52 52 56
E.l - (continued)
II,1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8
87 93 IO,3 II,1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8 93 IO,3 II,1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8 9.5
Dimension mm L210 66,O 66,O 78,7 78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 188,O 223,5 48,3 55,9 55,9 66,O 66,O 78,7 78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 157,5 188,O 188,O 223,5 55,9 55,9 66,O 66,O 78,7 78,7 94,0 Ill,8 Ill,8 132,l 132.1 157,5 157,5 157,5 188,O 188,O 223,6 553
L245 L290 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 223,5 266,7 266,7 66,O 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 223,5 266,7 266,7 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 188,O 223,5 223,5 266,7 266,7
66,O
A,
L320
L360
Grade L390
L415
L450
L485
L555
78,7 94,0 94,0 Ill,8 132,l 132,l 157,7 157,7 188,O 188,O 223,5 223,5 266,7 266,7 320,O 66,O 66,O 78,7 78,7 94,0 94.0 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 66.0
94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 66,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223‘5 223,5 266,7 266,7 320,O 320,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 320,O 78.7
94.0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320.0 320,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223‘5 266,7 266,7 320,O 320,O 320,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 320,O 320,O 78,7
Ill,8 Ill,8 Ill,8 132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 320,O 383,5 78,7 94,0 94,0 Ill,8 Ill,8 Ill,8 132,l 157,5 188,O 188,O 223,5 223,5 266.7 266,7 320,O 320,O 320,O 383,5 94,0 94,0 Ill,8 Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5 223,5 266,7 266,7 266,7 320,O 320,O 383,5 940
Ill,8 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 383,5 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 320,O 383,5 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 320,O 383,5 940
Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 383,5 459,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 383,5 383,5 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 223,5 223,5 266,7 266,7 320,O 320,O 320,O 383,5 383,5 94,o
132,l 157,5 157,5 _ 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 383,5 459,7 459,7 551,2 Ill,8 Ill,8 132,l 132,l 157,5 170,2 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 383,5 459,7 459,7 551,2 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 266,7 266,7 320,O 320,O 383,5 383,5 459,7 459,7 459,7 Ill,8
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
99 Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
0 IS0
IS0 3183-1:1996(E)
Table E.l - (continued Size lesignation
T mm
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 68
Dimension mm
Wall thickness
IO,3 II,1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8 93 IO,3 II,1 II,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8 93 IO,3 II,1 1 I,9 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8 II,9
55,9 66,O 66,O 78,7 78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 157,5 188,O 188,O 188,O 55,9 55,9 66,O 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 132,l 157,5 157,5 188,O 188,O 188,O 55,9 55,9 66,O 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 132,l 157,5 157,5 188,O 188,O 188.0
L245 L290 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157.5 157,5 188,O 188,O 188,O 223,5 223,5 266,7 266,7 66,O 78,7 78,7 78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188‘0 188,O 223,5 223,5 266,7 266,7 66,O 78,7 78,7 78,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 223,5 266,7
66,O
767
L210
A,
L320
L360
Grade L390
L415
L450
L485
L555
78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 223,5 266,7 266,7 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 223,5 266,7 266,7 66,O 78,7 78,7 94,0 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 223,5 266,7 266,7 94,o
78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 320,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 223,5 266,7 266,7 320,O 78,7 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 223,5 266,7 266,7 266,7 940
94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 320,O 320,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5 223,5 266,7 266,7 320,O 320,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 188,O 188,O 223,5 223,5 223,5 266,7 266,7 320,O 320,O Ill,8
94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 320,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 320,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 320,O 320,O Ill,8
94,0 Ill,8 Ill,8 Ill,8 132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 320,O 320,O 383,5 94,0 94,0 Ill,8 Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5 223,5 266‘7 266,7 266,7 320,O 320,O 320,O 94,0 94,0 Ill,8 Ill,8 Ill,8 132,l 157,5 157,5 188,O 223,5 223,5 223,5 266,7 266,7 320,O 320,O 320,O Ill,8
Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 223,5 223,5 266,7 266,7 320,O 320,O 320,O 383,5 383,5 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 223,5 223,5 266,7 266,7 266,7 320,O 320,O 383,5 383,5 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 266,7 266,7 266,7 320,O 320,O 383,5 383,5 Ill,8
132,l 132,l 157,5 157,5 188,O 188,O 223,5 266,7 266,7 320,O 320,O 383,5 383,5 383,5 459,7 459,7 Ill,8 132,l 132,l 132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 383,5 459,7 459,7 Ill,8 132,l 132,l 132,l 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 383,5 459,7 459,7 132,l
100 Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
IS0 3183-1:1996(E)
0 IS0
Table E.l - (continued Size designation --``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
68 68 68 68 68 68 68 68 68 68 68 68 68 72 72 72 72 72 72 72 72 72 72 72 72 72 76 76 76 76 76 76 76 76 76 76 76 76 76 80 80 80 80 80 80 80 80 80 80 80 80
Dimension mm
Wall thickness T mm
L210
12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8 12,7 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8 14,3 15,9 17,5 19,l 20,6 22,2 23,8 25,4 27,0 28,6 30,2 31,8
66,O 78,7 94,0 94,0 Ill,8 132,l 132,l 132,l 157,5 157,5 188,O 188,O 188,O 66,O 78,7 94,0 94,0 Ill,8 Ill,8 1321, 132,l 157,5 157,5 188,O 188,O 188,O 66,O 78.7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 157,5 188,O 188,O 78,7 94,0 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 157,5 188,O 188,O
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
L245 L290 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 223,5 266,7 94,0 Ill,8 111.8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 223,5 266,7 94,0 Ill,8 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 223,5 266,7 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 188,O 223,5 223,5 266,7
A,
L320
L360
Grade L390
L415
L450
L485
L555
94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 188,O 223,5 223,5 266,7 266,7 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 188,O 223,5 223,5 266,7 266,7 94,0 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 188,O 223,5 223,5 266,7 266,7 Ill,8 Ill,8 132,l 157,5 157,5 188,O 188,O 188,O 223,5 223,5 223,5 266,7
94,0 Ill,8 132‘1 157,5 157,5 188,O 188,O 188,O 223,5 223,5 266,7 266,7 266,7 94,0 Ill,8 132,l 132,l 157,5 188,O 188,O 188,O 223,5 223,5 266,7 266,7 266,7 94,0 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7
Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 320,O Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 320,O Ill,8 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 320,O 132,l 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 320,O
Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 320,O 320,O Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 320,O 320,O Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 320,O 320,O 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 320,O 320,O
Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 320,O Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 320,O Ill,8 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,7 320,O 320,O 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 266,5 320,O 320,O
132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 320,O 383,5 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 320,O 383,5 132,l 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 320,O 383,5 157,5 157,5 188,O 188,O 223,5 223,5 266,7 266,7 320,O 320,O 320,O 383,5
157,5 188,O 188,O' 223,5 223,5 266,7 266,7 320,O 320,O 383,5 383,5 383,5 459,7 157,5 157,5 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 383,5 383,5 459,7 157,5 157,5 188,O 223,5 223,5 266,7 266,7 320,O 320,O 383,5 383,5 383,5 459,7 167,6 188,O 223,5 223,5 266,7 266,7 320,O 320,O 320,O 383,5 383,5 459,7
101 Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
0 IS0
IS0 3183-1:1996(E)
Annex F (normative) Purchaser inspection F.l
Inspection
notice
Where the inspector representing the purchaser desires to inspect pipes reasonable notice shall be given of the time at which the run is to be made.
F.2
or witness
particular
tests,
Plant access
The inspector representing the purchaser, shall have unrestricted access at all times while work on the contract of the purchaser is being performed, to all parts of the manufacturer’s works which concern the manufacture of the pipe ordered. The manufacturer shall afford the inspector all reasonable facilities to satisfy himself that the pipe is being manufactured in accordance with this specification. All inspections should be made at the place of manufacture prior to shipment, unless otherwise specified on the purchase order, and shall be so conducted as not to interfere unnecessarily with the operation of the works.
F.3
Compliance
The manufacturer is responsible for complying with all of the provisions of this specification. purchaser may make any investigation necessary to satisfy himself of compliance by the manufacturer may reject any material that does not comply with this specification.
F.4
The and
Rejection
--``,,`,```````,`````,,,,,,`,`,-`-`,,`,,`,`,,`---
Unless otherwise provided, material which shows defects on inspection subsequent to acceptance at the manufacturer’s works, or which proves defective when properly applied in service, may be rejected, and the manufacturer so notified. If tests that require the destruction of material are made, any product which is proven to have not met the requirements of the specification shall be rejected. Disposition of rejected product shall be a matter of agreement between the manufacturer and the purchaser.
102
Copyright International Organization for Standardization Provided by IHS under license with ISO No reproduction or networking permitted without license from IHS
Licensee=Aramco HQ/9980755100 Not for Resale, 04/12/2006 02:18:28 MDT
IS0 3183-1:1996(E)
0 IS0
Annex G (normative) Workmanship, G.l
Purchaser
examined
Workmanship
Imperfections manufacturer defects.
G.3.1
and shall be free of defects in the finished
condition.
inspection
When stated on the purchase
G.3
and repair of defects
Visual inspection
All pipes shall be visually
G.2
visual inspection,
order, the provisions
of annex F shall apply.
and defects
of the following types exceeding the specified criteria shall be considered shall take all reasonable precautions to minimize recurring imperfections,
defects. damage
The and
Dents
A pipe shall contain no dents greater than 6,35 mm, measured as the gap between the lowest point of the dent and a prolongation of the original contour of the pipe. The length of the dent in any direction shall not exceed one-half the pipe diameter. All cold-formed dents deeper than 3,18 mm with a sharp bottom gouge shall be considered as defect. The gouge may be removed by grinding.
G.3.2
Offset of plate edges
For pipe with seams shall 12,7 mm the welded pipe,
G.3.3
filler metal thicknesses I 12,7 mm, the radial not be greater than I,59 mm. For pipe with radial offset shall not be greater than 0,125 the radial offset of plate edges plus flash trim
Out-of-line
offset (misalignment) of plate edges in the weld filler metal welds having wall thicknesses over T or 3,18 mm whichever is smaller. For electricshall be no greater than I,52 mm.
weld bead for pipe with filler metal welds
Out-of-line weld bead (off-seam weld) shall not be cause for rejection provided complete fusion have been achieved as indicated by non-destructive testing.
G.3.4
Height of outside
and inside weld beads - submerged
The weld bead shall not extend amount listed in table G.I.
above the prolongation
Table G.l - Maximum Specified
wall thickness
(T )
surface
and
of the pipe more than the
of weld bead
Maximum
height
of weld bead
mm
mm T I12,70
3,18
T > 12.70
4,76
103
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penetration
arc-welds
of the original
height
complete
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0 IS0
IS0 3183-1:1996(E)
Weld beads higher than permitted by the requirements limits at the option of the manufacturer.
of this paragraph
may be ground
to acceptable
The height of the weld bead shall in no case come below a prolongation of the surface of the pipe (outside or inside the weld bead), except that contouring by grinding, otherwise covered in this part of IS0 3183 shall be permitted.
G.3.5
Height of flash of electric-welded
The outside
flash of electric-welded
I
pipe
pipe shall be trimmed
The inside flash of electric-welded pipe shall not extend surface of the pipe more than I,52 mm.
G-3.6 Trim of inside flash of electric-welded
to an essentially
flush condition.
above the prolongation
of the original
inside
pipe
The depth of groove resulting from removal of the internal flash of electric-welded pipe shall not be greater than the amount listed in table G.2 for the various wall thicknesses. Depth of groove is defined as the difference between the wall thickness measured approximately 25,4 mm from the weld line and the remaining wall under the groove. Table Specified
G.2 - Maximum
wall thickness
of trim
Maximum
(T )
depth of trim
mm
mm
6.3.7
depth
T 23‘8 3,8 c T c 7,6
0,lO T
T 2 7,6
0,05 T
0,38
The surface of cold formed welded pipe shall be examined visually to detect irregularities in the curvature of the pipe. When this examination fails to disclose mechanical damage as the cause of the irregular surface, but instead indicates that the irregular surface may be attributed to a hard spot, the hardness and dimensions of the area shall be determined. If hardness and dimensions exceed the afore-mentioned rejection criteria, the hard spot shall be removed.
Cracks and leaks
All cracks, sweats and leaks shall be considered
G.3.9
defects.
Laminations
Any lamination or inclusion extending into the face or bevel of the pipe and having a visually determined transverse dimension exceeding 6,35 mm is considered as defect. Pipe containing such defects shall be cut back until no lamination or inclusion is greater than 6,35 mm.
104
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I / Ij. $i:
t i 1 i 1
!/ t /
Hard spots
Any hard spot having a minimum dimension > 50,8 mm in any direction and a hardness 2 35 HRC (HB 327) is rejectable. The section of pipe containing the hard spot shall be removed as a cylinder.
G.3.8
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I_ I’ /I
1;
IS0 3183-1:1996(E)
0 IS0
Any lamination
in the body of the pipe that is both:
1) 2 19,l mm in the minor
dimension
2) 2 7 742 mm* in area is considered
and a defect.
Disposition of such defects shall be in accordance with G.4.3 or G.4.4. No specific inspection by the manufacturer is required unless the purchaser specifies special non-destructive testing on the purchase order. NOTE 28 A lamination
G.3.10
is defined
as an internal
metal separation
creating
layers generally
caused
by arcing
parallel to the surface.
Arc burns
Arc burns, defined as localized points of surface and pipe surface, shall be considered defects. NOTE 29 Contact marks, defined between the electrodes supplying
melting
between
electrode
or ground
as intermittent marks adjacent to the weld line, resulting from the electrical the welding current and the pipe surface, are not defects.
Disposition of pipe containing arc burns shall be in accordance grinding shall be subject to the following additional conditions.
with G.4 except that removal
contact
of defects by
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Arc burns may be removed by grinding, chipping or machining. The resulting cavity shall be thoroughly cleaned and checked for complete removal of damaged material by etching with a 10 % solution of ammonium persulfate or with a 5 % solution of nital. If removal of damaged material is complete the cavity may be merged smoothly into the original contour of the pipe by grinding, provided the remaining wall thickness is within specified limits.
G.3.11
Undercuts
Undercutting of submerged arc- or gas metal arc-welded pipe is the reduction in thickness of the pipe wall adjacent to the weld where it is fused to the surface of the pipe. Undercutting can best be located and measured visually. Minor undercutting on either the inside or the outside and is acceptable without repair or grinding.
of the pipe is defined
in G.3.11.1 and G.3.11.2 below
G.3.11.1
Maximum depth of 0,79 mm and not exceeding 12,5 % of the wall thickness with a maximum length of one half the wall thickness and not more than two such undercuts in any 0,30 m of the weld length.
G.3.11.2
Maximum
G.3.11.3
Undercutting
depth of 0,40 mm, any length. in excess of the above limit, shall be considered
a defect. Disposition
shall be as
follows: a) Undercut thickness
defects not exceeding 0,79 mm in depth shall be removed by grinding in accordance
and not exceeding with G.4 a).
12,5 % of the specified
b) Disposition of undercuts greater in depth than 0,79 mm or 12,5 % of the specified be in accordance with G.4 b), c) or d).
G.3.12
wall thickness
wall shall
Other defects
Any imperfection having a depth greater than 12,5 % of the specified surface of the pipe, shall be considered a defect.
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wall thickness,
measured
from the
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,
0 IS0
IS0 3183-1:1996(E)
G.4
Disposition
Pipe containing
of defects
a defect must be given one of the following
dispositions.
a) The defect shall be removed by grinding provided the remaining limits. Grinding shall be done in a workmanlike manner. b) The defect shall be repaired
by welding
c) The section of pipe containing
in accordance
wall thickness
with G.5 through
the defect shall be cut off within
is within
specified
G.8.
the limits of requirements
on length.
d) The entire pipe shall be rejected.
G.5
Repair of defects
a) Seamless
by welding
pipe and parent
metal of welded
pipes
The repair of defects in seamless pipe and parent metal of welded pipe is permissible except when the depth of defect exceeds 33% % of the specified wall thickness of the pipe and the length of that portion of the defect in which the depth exceeds 12,5 % is greater than 25 % of the specified outside diameter of the pipe, or when more than one repair is required in any length equivalent to 10 times the specified outside diameter of the pipe. Repairs shall be made in accordance with G.6. Repair welds shall be inspected by the magnetic particle method in accordance with 8.10.11.4 or by liquid penetrant or, by agreement between purchaser and manufacturer, other NDT methods may be used. b) Weld seam of welded
pipes
Defects in filler metal welds may be repaired at the discretion of the manufacturer. Such repairs shall be in accordance with G.7. Electric-welds may be repaired only by agreement between the purchaser and the manufacturer; such repairs shall be in accordance with G.8. Repair welds shall be inspected by ultrasonic methods in accordance with 8.10.11.3.1 to 8.10.11.3.3 except that the equipment need not be capable of continuous and uninterrupted operation and, at the option of the manufacturer, repairs made by submerged arc-welding or by shielded metal arc-welding may alternatively be inspected by radiological methods in accordance with 8.10.11.2.1 to 8.10.11.2.9. c) Heat treated
pipes
When heat treated pipes have been repaired by welding, the need for, and type of, reheat treatment shall be by agreement between the purchaser and the manufacturer, based on the effect of the repair on the structure and properties of the heat treated pipes.
G.6 Procedure
for repair by welding
of seamless
pipe and parent
metal of welded
The repair of defects in seamless pipe and parent metal of welded pipe shall conform requirements. Conformity to the repair procedure is subject to approval of the purchaser’s a) The defect shall be removed completely by chipping and/or thoroughly cleaned and, before welding, shall be inspected complete removal of the defect.
pipe
to the following inspector.
grinding and the resultant cavity shall be by magnetic particle methods to ensure
b) The minimum length of repair weld shall be 50,8 mm. Where the orientation repair weld shall be placed in the circumferential direction.
of the defect permits,
the
c) The repair weld shall be made either by automatic submerged arc-welding, gas metal arc-welding, or manual shielded metal arc-welding using low hydrogen electrodes. The metal temperature in the area to be repaired shall be a minimum of 10 “C. The welding procedure and performance shall be qualified in accordance with annex B. d) The repair weld shall be ground e) Repaired
to merge smoothly
pipe shall be hydrostatically
into the original
tested after repairing
contour
in accordance
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of the pipe.
with 8.10.9.
0 IS0
G.7
IS0 3183-1:1996(E)
Procedure
for repair of submerged
arc- and gas metal arc-welds
The repair of submerged arc- and gas metal arc-welds shall Conformance is subject to approval of purchaser’s inspector.
conform
to the following
requirements.
a) The defect shall be completely removed and the cavity thoroughly cleaned. Where multiple pass repairs are used, the size of the cavity shall be sufficiently large (at least 50,8 mm in length) to avoid coincidence of starts and stops of individual passes. b) The minimum length of each repair weld shall be 50,8 mm. The repair weld shall be made either by automatic submerged arc-welding, or manual shielded metal arc-welding using low hydrogen electrodes, and the welding procedure and performance shall be qualified in accordance with annex B. c) Each length of repaired
G.8
Procedure
pipe shall be tested hydrostatically
in accordance
with 8.10.9.
for repair of electric welds
The repair of electric-welds shall conform to the following requirements and shall include the weld zone which is defined for the purposes of repair as 12,7 mm on either side of the fusion line. Conformity to the repair procedure is subject to approval of the purchaser’s inspector. a) The weld zone defect shall be removed shall be thoroughly cleaned. b) The minimum at least 3 m.
completely
by chipping
and/or grinding
length of repair weld shall be 50,8 mm and individual
and the resultant
cavity
weld repairs shall be separated
by
c) The repair weld shall be made either by automatic submerged arc-welding, gas metal arc-welding, or manual shielded metal arc-welding using low hydrogen electrodes. The metal temperature in the area to be repaired shall be a minimum of 10 “C. The welding procedure and performance shall be qualified in accordance with annex B. d) When a repair weld is made through the full wall thickness, it shall include weld passes made from both the inside diameter and the outside diameter of the pipe. Starts and stops of the inside diameter and outside diameter repair welds shall not coincide. e) The repair shall be ground to merge smoothly maximum crown of I,52 mm. pipe shall be hydrostatically
contour
tested after repair in accordance
of the pipe and shall have a
with 8.10.9.
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f) Repaired
into the original
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IS0 3183-1:1996(E)
0 IS0
Annex H (informative) Comparison
of steel grade designations
This table gives a comparison of steel grade designations specified in ANSI/API Spec. 5 L Ill. Steel grade (according to IS0 3183-1) L175 (Cl I, Cl II) L210 L245 L290 L320 L360 L390 L415 L450 L485 L555
defined
by this part of IS0 3183 against
Steel grade (according to ANSI/API Spec. 5 L) A 25 (Cl I; Cl II) A B X 42 X 46 X 52 X 56 X 60 X 65 x 70 X 80
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those
IS0 3183-1:1996(E)
0 IS0
Annex J (informative) Main differences The main differences
between
IS0 3183-1 and ANSI/API
Spec. 5L [I]
are as follows:
To SECTION 1 of ANSI/API
Spec. 5L
Scope -
TFL-pipe,
supplementary
-
In 1.1 “Coverage” the seventh paragraph relating to field welding was deleted. relating to Class I and Class II steels is mentioned in 7.2.1 (note 4) of IS0 3183-1.
-
Only metric units are used (1.2 “Metric
-
1.3 “Referenced
-
1.6 “Special
-
1.7 “Certification”
standards”
units and conversions”
was modified
was completed
Process of manufacture
The ninth
paragraph
was deleted).
(see clause 2 “Normative
references”).
The last sentence
properties
(IS0 10474; see clause 8.1).
Spec. 5L
in “definitions”
of 2.4 was inserted
To SECTION 4 of ANSI/API
(see 3.2) and in “manufacturing”
as separate sub-clause
(see clause 6).
6.6 “Traceability”.
Spec. 5L
and tests
values of ANSI/API
Grade designations
by an alternative
and material
This section was separated
The strength
SR7, was deleted.
processes” was deleted.
To SECTION 2 of ANSI/API
Mechanical
requirement
5L were rounded
are analogous
to the next (higher)
5 or 10 N/mm*.
to IS0 3183-2.
The elongation values are based on the proportional gauge length (L,, = 5,656). Therefore only one value per steel grade is fixed. These values were determined by using the API formula, converting the calculated values in accordance with IS0 2566-l and rounding non-integer values to the next higher integer. Therefore the “Elongation table” in Annex C was deleted.
Fig. 4.3 “Flattening
was deleted;
Test” was supplemented
In this part of IS0 3183 all requirements
IS0 3183-1 refers in 8.10.2 to IS0 6892 and ASTM A 370
by 8.5.1.2 in IS0 3183-1 for clarification.
concerning
inspection
and testing
are contained
in clause 8.
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Fig. 4.2 “Tensile Test Specimens” where those specimens are given.
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0 IS0
IS0 3183-1:1996(E)
To SECTION 5 of ANSI/API
Spec. 5L
All hydrostatic test pressures of tables 6.1, 6.la and 6.2 (see tables 6, 7, 8 and 9) were newly considering the specified minimum yield strength values (see table 3).
To SECTION 6 of ANSI/API Dimensions,
computed
Spec. 5L
masses and lengths
-
The formula for mass-calculation with IS0 4200).
-
Symbols
was completed
by two further
for pipe mass per unit length were modified
To SECTION 9 of ANSI/API
digits (0,02466l5)
in 7.6.1 in accordance
in 7.6.4.
Spec. 5L
j I
Non-destructive
inspection
9.5 “Radiological
NDT reference
/ ,
standards”
supplemented
by reference
to IS0 1027 (see 8.10.11.2.4). I
To SECTION 11 of ANSI/API
Spec. 5L
[
1
Marking
L I
and coating
The symbols clause 9).
to be used for the manufacturing
process
and heat treatment
were
partly
modified
/
(see
i [
To Appendix
H of ANSI/API
1
Spec. 5L
i
Marking
instructions
for ANSI/API
licensees
, i /
This annex was deleted,
because it is not relevant to this International
Standard.
8
t 1.
Ir ‘i ”
i I r v
I
i ti
I
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i L
110
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i I
0 IS0
ISO3183-1:1996(E)
Annex K (informative Bibliography r’ [II
American November
National 1,1992.
Standard
ANSI/API
Spec.
5L-1993:
Specification
for
line
pipe;
40th
edition,
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IS0 3183-1:1996(E)
ICS
75.200; 77.140.75
Descriptors: petroleum industry, piping, fluid pipelines, oil pipelines, gas pipelines, pipes (tubes), steel tubes, specifications, materials chemical composition, tests, mechanical tests, mechanical properties, dimensions, manufacturing requirements, specifications, hydrostatic tests, chemical analysis, inspection, marking, designation, delivery condition. Price based on 111 pages
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