Iso 2408-2017

July 12, 2022 | Author: Anonymous | Category: N/A
Share Embed Donate


Short Description

Download Iso 2408-2017...

Description

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [[email protected]] @ 2017-08-23

COPYRIGHT NOTICE & TERMS OF USE  This document is the copyright of the Publisher. All rights reserved. The contract allowing you to use this document contains the following terms of use which must be followed:(a) You may view and print a single copy of a document contained in the Subscription for for reference purposes only and only for internal purposes within the site on which such copies are made, providing such copies are dated and destroyed after the reference usage, typically no more than 60 working days after use, subject to the exception described in clause (b) below. Such copies may not be filed to form part of any hard copy reference collection. (b) Where you have a specification or tender requirement to reproduce a document or portions of a document as part of its documentation for external submission in response to a tender, the necessary pages of the document, including the whole document if required, may be reproduced and submitted provided a copyright notice is included. You shall notify SAI Global of any such use. For internal and archival purposes only, a paper copy may be attached to your documentation and shall be considered a permanent part of that documentation. (c) orUnder you you permitted permitt edexcept to reproduce all or in part any document for external use for usenoincircumstances any other site are or group of sites, as set forth (b)of above. (d) You may not remove any proprietary markings or electronic watermarks, including any copyrights and trademarks. (e) You may copy a maximum of 25% of the content of a document within the Subscription and paste it to another document for internal use. The copied content in the new document must contain a copyright notice “Copyright [name of publisher] Date where date is the date of copyrighted material. Such content is licensed for use only for the duration of the relevant Subscription. (f) For ISO standards, the material is reproduced from ISO publications under International Organization for Standardization (ISO) Copyright License number SAI GLOBAL/MCEA/2008. Not for resale. No part of these ISO publications may be reproduced in any form, electronic retrieval system or otherwise, except aspostale allowed56, under the copyright in the country of [email protected]) use, or with the priororwritten consent of ISO (Case 1211 Geneva 20,law Switzerland, email: ISO’s Members.

SAI GLOBAL, Index House, Ascot, Berks, SL5 7EU, UK :

+44 (0)1344 636300. Fax: +44 (0)1344 291194. E-mail: [email protected]. www.ili.co.uk 

SAI GLOBAL, Forest Road Office Centre, 210 Route 4 East, Paramus, NJ 07652, USA 201-986-1131. Fax: 201-986-7886. E-mail: [email protected]. [email protected]. www.ili-info.com

SAI GLOBAL, 286 Sussex Street, Sydney NSW 2000, Australia : +61 2 8206 6060. Fax: +61 2 8206 6019. E-mail: [email protected]. [email protected]. www.saiglobal.com

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

INTERNATIONAL STANDARD

ISO 2408 Fourth edition 2017-06

Steel wire ropes — Requirements Câbles en acier — Exigences

Reference number ISO 2408:2017(E)

© ISO 2017

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

ISO 2408:2017(E)  

COPYRIGHT PROTECTED DOCUMENT © ISO 2017, Published in Switzerland Switzerland All rights reserved. Unless otherwise speciied, no part of this publication may be reproduced or utilized otherwise in any form or by any means, electronic or mechanical, including photocopying, or posting on the internet or an intranet, without prior

written permission. Permission can be requested from either ISO at the address below or ISO’s member body in the country of the requester reques ter.. ISO copyright ofice Ch. de Blandonnet 8 • CP 401 CH-1214 Vernier, Geneva, Switzerland Tel. +41 22 749 01 11 Fax +41 22 749 09 47 [email protected] www.iso.org

ii 

 

© ISO 2017 – All rights reserved

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

ISO 2408:2017(E)  

Contents

Page

Foreword ..........................................................................................................................................................................................................................................v Introduction. ............................................................................................................................................................................................................................. vii 1

Scope ................................................................................................................................................................................................................................. 1

2

Normative Normativ e references ...................................................................................................................................................................................... 1

3

Terms and deinitions ..................................................................................................................................................................................... 1

4

Requirements .......................................................................................................................................................................................................... 2 4.1 Material ......................................................................................................................................................................................................... 2 4.1.1 Wire ............................................................................................................................................................................................. 2 4.1.2 Core ............................................................................................................................................................................................. 2  ................................................................................................................................................................................ 2 4.1.3 Lubricant  ................................................................................................................................................................................ 4.2 Rope manufacture ................................................................................................................................................................................ 2 4.2.1 General...................................................................................................................................................................................... 2 4.2.2 Wire joints ............................................................................................................................................................................. 3

4.3 4.4

4.5

4.2.3 Lubrication. ........................................................................................................................................................................... 3 4.2.4 Preformation and postformati postformation on....................................................................................................................... 3 4.2.5 Construction ........................................................................................................................................................................ 3 4.2.6 Grade .......................................................................................................................................................................................... 3 4.2.7 Wire inish ............................................................................................................................................................................. 3 4.2.8 Direction and type of lay ........................................................................................................................................... 4 Designation and classiication ................................................................................................................................................... 4 Dimensions. ................................................................................................................................................................................................ 4 4.4.1 Diameter ................................................................................................................................................................................. 4 4.4.2 Lay length  ............................................................................................................................................................................... 5 4.4.3 Rope length  ........................................................................................................................................................................... 6 Breaking force. ......................................................................................................................................................................................... 6 4.5.1 General...................................................................................................................................................................................... 6 4.5.2 Ropes produced in series  ......................................................................................................................................... 6

5

Veriication of requirements and test methods ................................................................................................................... 7 5.1 Materials ....................................................................................................................................................................................................... 7 5.2 Rope manufacture ................................................................................................................................................................................ 7 5.3 Test on rope for diameter  .............................................................................................................................................................. 7 5.4 Test on rope for breaking force. ................................................................................................................................................ 8 5.4.1 Method 1: Measured breaking force, F m ...................................................................................................... 8 5.4.2 Method 2: Calculated measured (post-spi (post-spin) n) breaking force ..................................................... 8 5.4.3 Method 3: Calculated measured (pre-spin) breaking force ........................................................ 9 5.4.4 Method 4: Measured aggregate breaking force, F e.m e.m ......................................................................... 9

6

Information for use. ........................................................................................................................................................................................... 9 6.1 Certiicate .................................................................................................................................................................................................... 9

6.1.1 6.1.2 6.2

General...................................................................................................................................................................................... 9 Test results  ......................................................................................................................................................................... 10

................................................................................................................................................................. 10 Packaging and marking 6.2.1 Packaging ............................................................................................................................................................................. 10 6.2.2 Marking ................................................................................................................................................................................. 10

 Annex A (normative)  Dimensional and mechanical properties of round wires (before rope making) ......................................................................................................................................................................................................... 12  Annex B (normative)  Sampling and acceptance criteria for type testing of ropes produced in series ....................................................................................................................................................................................................................... 15  Annex C (normative)  Calculation of minimum breaking force for ropes in the tables of  Annex D and D and Annex  Annex H....................................................................................................................................................................................17

© ISO 2017 – All rights reserved

 

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

ISO 2408:2017(E)    Annex D (normative)  Tables of minimum breaking forces for more common rope classes, sizes and grades .................................................................................................................................................................................................20  Annex E (informative)  Tests on wires taken from the rope .......................................................................................................43  Annex F (informative)  Comparison between metric and imperial rope sizes .......................................................45  Annex G (informative)  Rope grade approximat approximations ions..........................................................................................................................  ..........................................................................................................................47  Annex H (informative)  Large diameter wire ropes ............................................................................................................................48 Bibliography  ............................................................................................................................................................................................................................. 50

iii

iv 

 

© ISO 2017 – All rights reserved

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

ISO 2408:2017(E)  

Foreword ISO (the International Organization Organi zation for Standardization Standardizat ion)) is a worldwide federation federation of national standards bodies (ISO member bodies). The work of preparing International Standards is normally carried out through ISO technical committees. Each member body interested in a subject for which a technical committee has been established has the right to be represented on that committee. International organizations, governmental and non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closely with the International Electrotechnical Commission (IEC) on all matters of electrotechnical standardizatio st andardization. n. The procedures used to develop this document and those intended for its further maintenance are described in the ISO/IEC Directives, Part 1. In particular the different approval criteria needed for the different types of ISO documents should be noted. This document was drafted in accordance with the editorial rules of the ISO/IEC Directives, Part 2 (see www www.iso .iso.org/ .org/directives directives). ). Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. ISO shall not be held responsible for identifying any or all such patent rights. Details of any patent rights identiied during the development of the document will be in the Introduction and/or on the ISO list of patent declarations received (see www www.iso .iso.org/ .org/patents patents). ). Any trade name used in this document is information given for the convenience of users and does not constitute an endorsement. For an explanation on the voluntary nature of standards, the meaning of ISO speciic terms and expressions related to conformity assessment, as well as information about ISO’s adherence to the World Trade Organization (WTO) principles in the Technical Barriers to Trade (TBT) see the following URL: www www.iso .iso.org/ .org/iso/ iso/foreword foreword.html .html.. This document was prepared by Technical Committee Committ ee ISO/TC 105, 105, Steel wire ropes. This fourth cancels main and replaces revised withedition the following changes:the third edition (ISO 2408:2004), which has been technically



general gene ral purposes and minimum have been been deleted deleted from the title;

— “oil and gas industr industry y and ishi ishing” ng” has been deleted deleted in the scope; — the deinit deinitions ions of “calculated aggregate minimum breaki breaking ng force of core, F 0” have been increased; — in in  Table 1, 1, Rope grade 2160 has been increased to 2 360 MPa; — the sentence “All “All wires of the same nominal nominal diameter in the same wire layer shall be of the same tensile strength grade.” in 4.1.1 4.1.1 has  has been deleted; — in  in  4.2.2 4.2.2,, the sentence “Twisting for wires up to and including 0,4 mm, and brazing for wires over 0,4 mm,” has been deleted and has been replaced with “the minimum distance between wire joints within one strand shall be 20 × d ”; ”; — “type” “ty pe” has been used to replace “duty “duty”” in 4.2.3 4.2.3,, and the sentence “The purchaser should specify the rope duty or any particular lubrication requirements” has been deleted; — “Zn-Al coated” has been increased in 4.2.7 4.2.7;; — note d) in 4.5.1 4.5.1 has  has been deleted; — the “breaking force test testing ing requirements requirements without ISO qualit quality y system” column in Table 4 has 4 has been deleted; — the requirement requirement of of measuring instrument instr ument for diameter measurement measurement in 5.3 5.3 has  has been increased;

© ISO 2017 – All rights reserved

 

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

ISO 2408:2017(E)  

— these sentences in 5.4.1 5.4.1 have  have been deleted: “a)) the selected test “a tes t piece shall have its ends secured to ensure that the t he rope does does not unravel; b) the minimum free test length lengt h excluding excluding any rope terminat terminations ions shall be 600 mm or 30 30 × nominal nominal rope diameter, whichever is the greater; c) aft after er 80 % of the minimum breaking force has been applied, the force shall be increased at a rate of not more than 0,5 % of the minimum mi nimum breaking breaki ng force per second”; second”; — the “measured aggregat aggregate e breaking force, F e.m 5.4.4 has  has been increased; e.m” in 5.4.4 — in in  6.1.1 6.1.1,, g) maximum wire diameter and h) metallic cross-sectional area have been added; — in in  6.1.2 6.1.2 b)  b) mass of coating, coat ing, “(if applicable)” applicable)” has been added; — markings have been detailed in 6.2 6.2;; — the sentence “The value of wire exceeding the grades in the table should should be agreed by the supplier supplier and purchaser” has been added in Annex A; A; — B.2 B.2 has  has been added in Annex B; B; — in  in Annex C (previously C (previously Annex D), D), the metallic cross-section cross-sec tion ratio, the weight ratio, and the calculating ratio for compacted strand wire rope columns have been added; — in  in Annex D (previously D (previously Annex C), 6 × 19 M, 8 × 7, 18 × 19S, 18 × 19W, 36(M) × 7 have been added in rope construction constr uction and tables t ables for 4 × 19 19 class, 4 × 36 class and K4 × 35N class have been added;

v



rope grade equivalents has been changed to rope grade approximations approximations in Annex G, G, and a note has been added;

— Annex H has H has been added; — editorial revisions have been made.

vi 

 

© ISO 2017 – All rights reserved

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

ISO 2408:2017(E)  

Introduction This document was developed in response to a worldwide demand for a speciication giving requirements for steel wire ropes. As in previous editions, this document speciies metric sizes and grades of rope for the more common classes of rope; see Annex F. F. A comparison of rope grades is provided in Annex G. G.

© ISO 2017 – All rights reserved

 

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

vii

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

INTERNATIONAL ST STANDARD ANDARD

ISO 2408:20 2408:2017(E) 17(E)

Steel wire ropes — Requirements 1

Scope

This document speciies requirements for the manufacture, testing, acceptance, packing, marking and

issuing of a certiicate of quality of wire ropes. It is applicable to round strand ropes and compacted strand ropes made from wires ropes that are uncoated (bright), zinc-coated or Zn-Al coated. It is not applicable to ropes for — mining purposes, — aircraft contro control, l, — aerial ropeways and funicula funiculars, rs, and — lifts.

2

Normative references

The following documents are referred to in the text in such a way that some or all of their content constitutes requirements of this document. For dated references, only the edition cited applies. For undated references, the latest lat est edition edit ion of the referenced document (including any amendments) amendments) applies. ISO 2232:1990, Round drawn wire for general purpose non-alloy steel wire ropes and for large diameter steel wire ropes — Speciications ISO 3108, Steel wire ropes for general purposes — Determination Deter mination of actual breaking load  ISO 4345, Steel wire ropes — Fibre main cores — Speciication ISO 4346, Steel wire ropes for f or general purposes — Lubricants — Basic requirements ISO 68926 892-1, 1, Metallic materials — Tensile Tensile testing test ing — Part 1: Method of test at room temperature ISO 7800, Metallic materials — Wire — Simple torsion test  ISO 17893, Steel wire ropes r opes — Vocabulary, designation designation and classiication

3

Terms and deini deinitions tions

For the purposes of this document, the t he terms and deinitions dei nitions given in ISO I SO 17893 17893 and the following apply. apply. ISO and IEC maintain terminological databases for use in standardization at the following addresses: — ISO Online browsing platform: available at http:// http://www www.iso .iso.org/ .org/obp obp — IEC Elect Electropedia: ropedia: available at http:// http://www www.electropedia .electropedia.org/ .org/   3.1 calculated aggregate minimum breaking force of core F 0 value of the aggregate minimum breaking force obtained by calculation from the cross-sectional area (based on nominal wire diameter) and tensile strength grade of each wire in the core, as given in the manufacturer’s rope design

© ISO 2017 – All rights reserved

 

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

ISO 2408:2017(E)  

4 Requirements

1

4.1 Material 4.1.1

Wire

Before rope making, wires shall conform to the diameter, torsion and, where applicable, coating requirements speciied in Annex A. A. NOTE 1

Annex A is A is based on ISO 2232 but with extended wire sizes and wire tensile strength st rength grades.

NOTE 2 For a given wire size and tensile strength grade, the torsional propertie propertiess of the wires in ISO 10425:2003, A.2 meet or exceed the values given in Annex A. A.

For those ropes where a rope grade is applicable, the tensile strength grades of the wires shall be subject to the limits given in Table 1. 1. Table 1 — Tensile strength grades of wires (excluding centre and iller wires) for given rope grades Rope grade   Range of wire tensile strength grades  N/mm2

1570

1 370 to 1 770

1770 1960

1 570 to 1 960 1 770 to 2 160

2160

1 960 to 2 360

NOTE 3 The minimum breaking force values of those ropes of grades 1570, 1770, 1960 and 2160 2160 as covered by Table D.1 to D.1 to Table D.14 are D.14 are calculated on the basis of rope grade and not individual wire tensile strength grades.

The methods of test shall be in accordance with ISO 2232. 4.1.2

Core

Cores of single-layer stranded ropes shall normally be of steel or ibre, although other types such as composites (e.g. steel plus ibre or steel st eel plus polymer) or or solid polymer may also be supplied. The purchaser should specify any particular core type requirements. Fibre cores for single-layer stranded ropes shall conform to ISO 4345 and rope diameters 8 mm and above shall be doubly closed (i.e. from yarn into strand and from strand into rope). Natural ibre cores shall be treated with an impregnating compound to inhibit rotting and decay. Steel cores shall be either an independent wire rope (IWRC) or a wire strand (WSC). Steel cores of single-layer stranded ropes larger than 12 mm diameter shall be an independent wire rope (IWRC), unless speciied otherwise. 4.1.3

Lubricant 

Lubricants shall conform to ISO 4346.

4.2 4.2.1

Rope manufacture General

All the wires in a strand shall have the same direction of lay.

2

 

© ISO 2017 – All rights reserved

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

ISO 2408:2017(E)

  The core, except for compacted (swaged) ropes, shall be designed (steel) or selected (ibre) so that in a new rope under tension on the closing machine, there is clearance between the outer strands. The completed rope shall be evenly laid and free from loose wires, distorted strands and other irregularities. The new wire rope shall not have a three-dimensional wave. Rope ends thatand have no enditsittings shall, when necessary, be secured so as to maintain the integrity of the wire rope prevent unlaying. 4.2.2

Wire joints

Wires over 0,4 mm in diameter shall, where necessary, have their ends joined by welding. Wires up to and including 0,4 mm diameter shall, where necessary, be joined by brazing, welding or by ends being simply inserted in the strand’s formation. The minimum distance between wire joints within one strand shall be 20 × rope diameter ( d ). ). 4.2.3

Lubrication

The amount of lubrication and type of lubricant shall be appropriate to the rope type and its use. 4.2.4

Preformation and postformation

Ropes shall be preformed and/or postformed unless speciied otherwise by the purchaser. NOTE Large diameter wire rope, some parallel-c parallel-closed losed and rotat rotation-resista ion-resistant nt ropes, can be non-preformed or be only partially preformed.

4.2.5

Construction

The rope construction shall be either one of those covered in Annex D, D, Annex H  H  or as stated by the manufacturer. If the purchaser only speciies the rope classiication, the manufacturer should state the rope construction clearly. The purchaser should specify the rope construction or classiication. 4.2.6

Grade

The rope grades for the more common classes of ropes shall be as given in Table D.1 to D.1 to Table D.22. D.22. Other rope grades, including those as given in ISO 10425, may be supplied by agreement between the purchaser and the manufacturer, providing all of the other requirements are met. NOTE

4.2.7

Not all ropes wil willl necessari necessarily ly have a rope grade.

Wire inish

The inish of the wires shall be uncoated (bright), zinc-coated quality B, zinc coated quality A or ZnAl coated. For ropes of bright wire inish, substitution of bright wires by zinc-coated wires shall be limited to inner wires, centre wires, iller wires and core wires. For ropes ropes of zinc coated wire inish, all a ll of the wires shall be zinc coated, including those of any steel core. Where zinc-coated is speciied, this may also include Zn-Al alloy. © ISO 2017 – All rights reserved

 

3

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

ISO 2408:2017(E)   4.2.8

Direction and type of lay

The direction and type of rope lay shall be one of the following: a)

right ordinary lay (s (sZ); Z); NOTE 1

Formerly referre referred d to as right hand ordinar ordinar y (designat (designated ed RHO) RHO) and right regul ar lay

(designated RRL).

b)

left ordinary lay (zS); NOTE 2

c)

Formerly referred to as left left hand ordinary (designated (designated LHO) LHO) and left regular lay (d (designate esignated d LRL).

right lang lay (zZ); NOTE 3

Formerly referred to as right hand langs (designated (designated RHL) or right lang lay (designated RLL).

d) left lang lay (sS); NOTE 4

Formerly referred to as left left hand langs (designated (designated LHL) or left lang lay (d (designat esignated ed LLL).

The direction and type of rope lay should be speciied by the purchaser.

4.3

Designation and classiication

Rope designation and classiication shall conform to the system requirements of ISO 17893.

4.4 Dimensions 4.4.1 4.4.1.1

Diameter General

The nominal diameter shall be the dimension by which the rope is designated. 4.4.1.2

Tolerance

When measured in accordance with 5.3 5.3,, the measured diameter shall be within the tolerances given in Table 2. 2.

4

 

© ISO 2017 – All rights reserved

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

ISO 2408:2017(E)   Table 2 — Tolerances on rope diameter

Rope type

Tolerance as percentage of nominal diameter

Nominal rope diameter  d  

Ropes with strands that are   exclusively of wire or incorporate exclusively

mm

solid polymer centres

2 ≤ d  <  < 4 4 ≤ d  <  < 6 Round steel wire rope

 < 8 6 ≤ d  < 8 ≤ d  <  < 60 d  ≥  ≥ 60

Compacted strand

d  ≥  ≥ 10

+8



0 +7

+9

0

0

+6

+8

0

0

+5

+7

0

0

+5

 

0 +5

— —

0

rope a 

Ropes with strands that    incorporate ibre centres a

For example, 6 × 24 FC-FC.

4.4.1.3

Difference between diameter measurements

The difference between any two of the four measurements taken in accordance with 5.3 5.3 and  and expressed as a percentage of the nominal rope diameter shall not exceed the values given in Table 3. 3. Table 3 — Permissible differences between any two diameter measurements Differences as percentage of nominal diameter Rope type

Round steel wire rope

Nominal rope diameter  d   mm

2 ≤ d  <  < 4

Ropes with strands that are exclusively of wire or  incorporate solid polymer centres 7

4 ≤ d  <  < 6

6

8

6 ≤ d  <  < 8

5

7

8 ≤ d  <  < 60

4

6

d  ≥  ≥ 60

4



d  ≥  ≥ 10

4



Compacted strand rope a 

4.4.2

Ropes with strands that incorporate ibre centresa



For example, 6 × 24 FC-FC.

Lay length

For single-layer ropes of 6 × 7 class, the length of lay of the inished rope shall not exceed 8 × d .

For other single-layer ropes with round strands (except those with three or four strands), parallel closed ropes and rotation-resistant ropes with round strands or shaped strands, the length of lay of the inished ini shed rope shall not exceed 7,5 × d . For single-layer ropes with shaped strands, e.g. triangular strand, the length of lay of the inished rope shall not exceed 10 × d .

© ISO 2017 – All rights reserved

 

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

ISO 2408:2017(E)   4.4.3

Rope length

The length of rope supplied, under no load, shall be equivalent to the speciied length subject to the following tolerances: — ≤400 m:

+5

0

%;

— >400 m and ≤1 000 m: — >1 000 m:

4.5

+

2 0

+

20 0

m;

%.

Breaking force

4.5.1

General

The minimum breaking force, F min min , for a given rope diameter and construction shall be either a) b)

as given in Table D.1 to D.1 to Table D.22 or D.22 or Table H.1, H.1, or as state stated d by the manufact manufacturer. urer.

For the determination of minimum breaking breaki ng forces of rope diameters not listed in Table D.1 to D.1 to Table D.22  D.22  or Table H.1, H.1, calculations in accordance with Annex C can C can be used. When tested in accordance with 5.4.1 5.4.1,, the measured breaking force, F m, shall be greater than or equal to the minimum breaking force, F min min . Breaking force testing requirements shall be in accordance with Table 4. 4. NOTE The requirements for for break breaking ing force test testing ing take into account: a) the rope size; b) whether or not ropes are produced in series, i.e. repeatedly produced; c) whether or not the minimum breaking force factor is consistent throughout a range of diameters.

4.5.2

Ropes produced in series

The manufacturer shall be able to provide provide the results from type ty pe testing in accordance with the sampling and acceptance criteria in Annex B. B. Type testing shall be repeated on any rope that has its design changed in any way which results in a modiied (e.g. increased) breaking force. If the same design, apart from wire tensile strength grades, is used for ropes of a lower grade or lower breaking force, or both, than the one which has successfully passed the type testing requirements, it shall not be necessary to repeat the tests on those ropes provided the breaking force is calculated with the same spinning loss.

5

Subsequent production lengths of ropes produced in series shall be deemed to conform to the breaking force requirements when the manufacturer has satisfactorily completed, on a sample from every 20th production length a)

the approp appropriate riate ty type pe test testss (see Annex B), B), and

b)

a periodic breaking force test in accordance with Method 1 (see 5.4.1 5.4.1)) or one of the alternative methods, known as Method 2 (see 5.4.2 5.4.2), ), Method 3 (see 5.4.3 5.4.3)) and Method 4 (see 5.4.4 5.4.4). ).

6

 

© ISO 2017 – All rights reserved

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

ISO 2408:2017(E)   Table 4 — Breaking force testing requirements Rope  diameter

Up to and including 60 mm

Min. breaking  force factor

Breaking force testing requirements

Same factor throughout a subgroup of rope diameters

Breaking force test in accord accordance ance with 5.4.1 5.4.1 (Method  (Method 1) on a sample from each production length; Or, if produced in series, type testing in accordance with the sampling regime and acceptance criteria of B.1 B.1 plus  plus periodic breaking force test in accordance with 5.4.1 5.4.1 (Method  (Method 1), 5.4.2 5.4.2 (Method  (Method 2), 5.4.3 5.4.3 (Method  (Method 3) or 5.4.4 (Method 5.4.4  (Method 4)on a sample from every 20th production length relating to the subgroup of diameters.

Different factor throughout a subgroup of rope diameters

Breaking force test in accord accordance ance with 5.4.1 5.4.1 (Method  (Method 1) on a sample from each production length; Or, if produced in series, type testing in accordance with the sampling regime and acceptance criteria of B.2 B.2 plus  plus periodic test in accordance with 5.4.1 (Method 5.4.1  (Method 1), 5.4.2 5.4.2 (Method  (Method 2), 5.4.3 5.4.3 (Method  (Method 3) or 5.4.4 5.4.4(Method (Method 4) on a sample from every 20th production length of a given rope diameter and

Over 60 mm

construction. Break ing force test in accordance with 5.4.1 5.4.1 (Method  (Method 1), 5.4.2 5.4.2 (Method  (Method 2), 5.4.3 5.4.3 (Method  (Method 3) or 5.4.4 5.4.4 (Method  (Method 4)on a sample from each production length, or either of the following: a) if produced produced in series, ty type pe test testing ing in accordance with B.2 B.2 plus  plus periodic breaking force test in accordance with 5.4.1 5.4.1 (Method  (Method 1), 5.4.2 5.4.2 (Method  (Method 2), 5.4.3 (Method 5.4.3  (Method 3) or 5.4.4 5.4.4 (Method  (Method 4) on a sample from every 20th  20th  production length; or b) if produced for for supply as a set of of ropes of of the same design for a  speciic installation the alternative breaking force testing and sampling as also given in B.2 B.2..

NOTE Breaking force type testing demonstrates demonstrates that a steel steel wire rope rope produced produced in series and certiied by the manufacturer as conforming to this document possesses the minimum breaking force stated by the manufacturer. The purpose of these tests is to prove the design, material and method of manufacture.

5

Veriication of requirements and test methods

5.1 Materials Conformity with the wire, core and lubricant requirements shall be conirmed through a visual

veriication of the inspection documents supplied with the wire, core and lubricant, respectively.

5.2

Rope manufacture

Conformity with the requirements for wire joints and preformation shall be conirmed through visual veriication.

5.3

Test on rope for diameter

Diameter measurements shall be taken on a straight portion of rope, either under no tension or a tension not exceeding 5 % of the minimum breaking force, at two t wo positions spaced at least 1 m apart. apart . At each position, two measurements, at 90° apart, of the circumscribed circle diameter shall be taken. The measuring equipment shall extend over at least two adjacent strands (see Figure 1). 1). The average of these four measurements shall be the measured in diameter. For wire rope diameter ≤26 mm, the minimum scale value of the measuring instrument shall be 0,02 mm or less. For wire rope diameter from 26 mm to 100 mm, the minimum scale value of the measuring instr in strument ument shall be 0,05 mm or less. For wire rope over 100 100 mm, the minimum mini mum scale value of the measuring instrument shall be 0,1 mm or less.

© ISO 2017 – All rights reserved

 

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

ISO 2408:2017(E)  

Figure 1 — Method of measuring rope diameter

5.4

Test on rope for breaking force

5.4.1

Method 1: Measured breaking force, F m

Besides following regulations, the testing method and acceptance shall be in accordance with ISO 3108. a)

If the measured breaking force, F m, reaches or exceeds the minimum breaking force, F min min , the test may be terminated without breaking the rope.

b)

If in the irst tensile test, the measured break breaking ing force, F m, does not reach the minimum breaking force, F min min , it can be repeated three additional times. Once a test reaches or exceeds the F min min , the wire rope has met the minimum breaking force.

c)

If the breaking is within the distance 6 times of wire rope diameter from the clamp or the ends, and m less than F min min , the testing shall be determined invalid, the invalid test is not counted as one of F  the is four allowed tests.

7

5.4.2

Method 2: Calculated measured (post-spin) breaking force

Add together the measured breaking forces of all the individual wires after they have been removed from the rope and multiply this value by either a)

the spinning loss factor derived from Annex C, C, or

b)

the partial spinning loss factor obtai obtained ned from the results of ty type pe test testing. ing.

The partial spinning loss factor used in the calculation shall be the lowest of the three values obtained from type testing. In the case of triangular strand ropes, the triangular centre of the strand may be considered as an individual individu al wire. The wires shall be tested in accordance with the wire tensile test speciied in ISO 6892-1. NOTE

The result from this test is known as the “calculate “calculated d measured (post-spin) break breaking ing force”.

When this thi s method (i.e. Method 2) is used for the t he periodic test (see Table 4) 4) and the calculated measured (post-spin) breaking force value is less than the intended minimum breaking force value, another test using Method 1 shall be carried out. If the measured (actual) breaking break ing force in this second test fails fai ls to meet the intended minimum breaking force value, the minimum breaking force shall be de-rated to a value not exceeding the measured (actual) breaking force value and type testing shall be repeated using Method 1.

8

 

© ISO 2017 – All rights reserved

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

ISO 2408:2017(E)   In such cases, the rope grade shall either be de-rated in line with the de-rated minimum breaking force value or deleted from the rope designation. 5.4.3

Method 3: Calculated measured (pre-spin) breaking force

Add together the measured breaking forces of all the individual wires before they are laid into the rope and multiply this value by the total spinning loss factor obtained from the results of type testing. The total spinning loss factor used in the calculation shall be the lowest value of the three values obtained from type testing. The wires shall be tested in accordance with the wire tensile test speciied in ISO 6892-1. NOTE

The result from this test is known as the “calculat “calculated ed measured (pre-spin) breaki breaking ng force”.

When this thi s method (i.e. Method 3) is used for the periodic test (see (see Table 4) 4) and the calculated measured (pre-spin) breaking force value is less than the intended minimum breaking force value, another test using Method 1 shall be carried out. If the measured breaking force in this second test fails to meet the intended minimum breaking force value, the minimum breaking force shall be de-rated to a value not exceeding the measured breaking force value and type testing shall be repeated using Method 1. 5.4.4 5.4.4.1

Method 4: Measured aggregate breaking force, F e.m e.m

The wires from the rope shall be tested in accordance with the wire tensile test speciied in

ISO 6892 1. 5.4.4.2

Add together the breaking forces of all individual wires if all wires tested.

5.4.4.3

If partial wires are tested, the aggregate breaking force of wires is calculated by Formula (1): (1):

F e.m e.m = F 0 + F 1 N 1+ F 2 N 2 + F 3 N 3 +… + F n N n 

(1)) (1

where  

F 0

is the calculated aggregate minimum breaking force of core;

 

F 1, F 2, F 3… F n

is the sum of the measured breaking force of wires in the same construction, same diameter strand and the calculated breaking force of wires not tested;

 

N 1, N 2, N 3… N n are the numbers of the same construction and same diameter strands of wire rope.

The sampling parameters conform to Annex E . E . If testing two strands or more for the same construction and same diameter strands, it should be calculated by average value. In such cases, the rope grade shall either be de-rated in line with the de-rated minimum breaking force value or deleted from the rope designation.

6

Information for use

6.1 Certiicate 6.1.1

General

A certiicate certi icate shall conirm conformity conformity with w ith this docum document. ent. © ISO 2017 – All rights reserved

 

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

ISO 2408:2017(E)   Unless speciied otherwise by the purchaser, the certiicate shall give at least the following information: a)

certiicate certi icate number;

b)

name and address of the manufact manufacturer; urer;

c)

quantity quantit y and nominal length of of rope (o (optional); ptional);

d) rope desig designat nation ion (see ISO 17893 17893); ); e)

minimum breaking force;

f)

date of issue of the certi certiicate icate and authentication.

g) maximum maxi mum wire diameter; h) metall metallic ic cross-sect cross-sectional ional area; The certiicate number shall enable traceability of the rope. The issuing of a certiicate certiicat e by the manufacturer and whether or not speciic test results result s are given should

9

be the subject of agreement between the purchaser and the manufacturer. 6.1.2

Test results

When test results are provided, the certiicate shall additionally give either a) or b) or both, as follows: a)

breaking force test on on rope: stat state e which value, i.e. 1) measured breaking force, or 2) calculate calculated d measured (post-spin (post-spin)) breaking force, or 3) calculate calculated d measured (pre-spin) breaking force;

b)

testss on wires: test 1) number of wires teste tested; d; 2) nominal diameter of wires; 3) measured breaki breaking ng force of wire; 4) tensile streng strength th based on nominal diameter; 5) number of torsions completed (and test length); 6) mass of coating (if applicable applicable). ).

6.2 6.2.1

Packaging and marking Packaging

Ropes shall be supplied on reels or in coils. coil s. The purchaser should specify any particular packaging requirements. 6.2.2

Marking

6.2.2.1 There should be a marker tape incorporated into the centre of the rope, so as to remain recognizable recognizabl e despite soiling, soaking or discolora discoloration tion during use.

10

 

© ISO 2017 – All rights reserved

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

ISO 2408:2017(E)   6.2.2.2 Each coil or reel should have a label, which is irmly ixed in place, with the following information:

— construction; — diameter; — length; — gross weight; — net weight; — reel/coil no.;

— manufacturer; — origin; — maximum wire diameter; — metallic cross-sect cross-sectional ional area; or other information agreed ag reed by the t he purchaser and supplier. supplier.

© ISO 2017 – All rights reserved

 

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

ISO 2408:2017(E)  

 Annex A (normative) Dimensional and mechanical properties of round wires (before rope making)

11

 A.1 Variations in tensile strength for wire The variations in tensile strengths shall not exceed the nominal values by an amount greater than those given in Table A.1. A.1. The values of nominal tensile strength streng th grade are the t he lower (minimum (minimum)) limits for each tensile strength grade. Table A.1 — Variations in tensile strength Nominal diameter  (mm) δ (mm)

Variation in tensile strength  above nominal  (N/mm2)

0,20 ≤ δ < 0,50

390

0,50 ≤ δ < 1,00 1,00 ≤ δ < 1,50

350 320

1,50 ≤ δ < 2,00

290

2,00 ≤ δ < 3,50

260

3,50 ≤ δ < 7,00

250

The diameter tolerances, minimum number of torsions and minimum masses of coating for wire tensile strength st rength grades 1370, 1370, 1570, 1570, 1770, 1770, 1960 1960 and 2160 shall be in accordance with w ith the t he values given in Table A.2. A.2. For intermediate wire tensile strength grades, the values for the next highest grade shall apply. The value of wire exceeding the grades in the table should be agreed by the supplier and purchaser in Annex A. A.

12

 

© ISO 2017 – All rights reserved

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

ISO 2408:2017(E)  

 A.2 Diameter tolerances, tolerances, minimum number of torsions torsions and minimum masses of

zinc for different tensile strength grades Table A.2 — Diameter tolerances, minimum number of torsions and minimum masses of zinc for tensile strength grades 1370, 1570, 1770, 1960 and 2160 Minimum number of torsions based on test lengt h of 100x Tolerance  Tolerance  mm

Bright and galvanized or  or  Zn-Al alloy

Galvanized or Zn-Al alloy

Qu a l i t y B

Qu a l i t y A

Nominal diameter of wire  wire  mm

Minimum mass of zinc Galvanized or Zn-Al alloy g / m2

Tensile strength grade  grade  N/mm 2 Bright and galv. or Zn-Al alloy Quality B

Galv. or Zn-Al alloy Quality A

0,20 ≤ δ < 0,25

±0,008





















20



0,25 ≤ δ < 0,30

±0,008





















30



0,30 ≤ δ < 0,40

±0,01

±0,025



















30



0,40 ≤ δ < 0,50

±0,01

±0,025



















40

75

0,50 ≤ δ < 0,55

±0,015

±0,03

34

30

28

25

23









50

90

0,55 ≤ δ < 0,60

±0,015

±0,03

34

30

28

25

23









50

90

0,60 ≤ δ < 0,70

±0,015

±0,03

34

30

28

25

23









60

120

0,70 ≤ δ < 0,75

±0,015

±0,03

34

30

28

25

23



21

19

17

60

120

0,75 ≤ δ < 0,80

±0,015

±0,03

34

30

28

25

23



21

19

17

60

120

0,80 ≤ δ < 0,90

±0,015

±0,03

34

30

28

25

22



21

19

17

60

140

0,90 ≤ δ < 1,00

±0,015

±0,03

34

30

28

25

22



21

19

17

70

150

1,00 ≤ δ < 1,10

±0,015

±0,04

34

30

26

23

21



20

18

13

80

160

1,10 ≤ δ < 1,20

±0,02

±0,04

33

29

26

23

21



20

18

13

80

160

1,20 ≤ δ < 1,40

±0,02

±0,04

33

28

25

22

20



18

15

10

90

170

1,40 ≤ δ < 1,60

±0,02

±0,04

33

28

25

22

19



18

15

10

100

180

1,60 ≤ δ < 1,70

±0,02

±0,04

33

28

25

22

19



18

15

10

100

200

1,70 ≤ δ < 1,80

±0,02

±0,05

33

28

25

22

19



18

15

10

100

200

1,80 ≤ δ < 1,90

±0,025

±0,05

32

27

24

21

18



17

14

9

110

215

1,90 ≤ δ < 2,10

±0,025

±0,05

32

27

24

21

18



17

14

9

110

215

2,10 ≤ δ < 2,20

±0,025

±0,06

32

27

24

21

18



17

14

9

110

215

2,20 ≤ δ < 2,30

±0,025

±0,06

31

27

24

21

18

20

17

14

9

125

230

2,30 ≤ δ < 2,40

±0,025

±0,06

30

27

24

21

18

20

17

14

9

125

230

2,40 ≤ δ < 2,50

±0,025

±0,06

29

26

23

20

18

19

15

12

7

125

230

2,50 ≤ δ < 2,60

±0,025

±0,06

29

26

23

20

18

19

15

12

7

125

230

2,60 ≤ δ < 2,70

±0,03

±0,07

29

26

23

20

18

19

15

12

7

125

230

2,70 ≤ δ < 2,80

±0,03

±0,07

29

26

23

20

18

19

15

12

7

125

240

2,80 ≤ δ < 2,90

±0,03

±0,07

28

26

23

20

18

19

15

12

7

135

240

2,90 ≤ δ < 3,00

±0,03

±0,07

28

26

23

20

18

18

15

12

7

135

240

3,00 ≤ δ < 3,10

±0,03

±0,07

27

25

21

18

16

18

12

8

5

135

240

© ISO 2017 – All rights reserved

1370

1570

1770

1960

2160

  1370

1570

1770

 

 

Copyrighted material licensed to SGS SA. No further reproduction or distribution permitted. Printed / viewed by: [maggie-dm.han@sg [[email protected]] s.com] @ 2017-08-23

B

  1960

A

13

ISO 2408:2017(E)   Table A.2 (continued) Minimum number of torsions based on test lengt h of 100x Tolerance   Tolerance  mm

Bright and galvanized or  or  Zn-Al alloy

Galvanized or Zn-Al alloy

Q u a li t y B

Q u a li t y A

Nominal diameter of wire  wire  mm

Minimum mass of zinc Galvanized or Zn-Al alloy

Tensile strength grade  grade  N/mm 2

g / m2

Bright and galv. or Zn-Al alloy Quality B

Galv. or Zn-Al alloy Quality A

3,10 ≤ δ < 3,20

±0,03

±0,07

27

25

21

18

16

13

12

8

3,20 ≤ δ < 3,30

±0,03

±0,07

27

25

21

18

16

13

12

3,30 ≤ δ < 3,40

±0,03

±0,07

27

25

21

18

16

13

3,40 ≤ δ < 3,50

±0,03

±0,07

27

25

21

18

16

3,50 ≤ δ < 3,60

±0,03

±0,07

26

24

20

16

3,60 ≤ δ < 3,70

±0,03

±0,07

26

24

20

3,70 ≤ δ < 3,80

±0,03

±0,07

25

23

3,80 ≤ δ < 3,90 3,90 ≤ δ < 4,00

±0,03 ±0,03

±0,07 ±0,07

24 24

4,00 ≤ δ < 4,20

±0,03

±0,08

4,20 ≤ δ < 4,40

±0,03

4,40 ≤ δ < 4,60

1370

1570

1770

1960

2160

B

A

5

135

240

8

5

135

250

12

8

5

135

250

13

12

8

5

135

250

14

11

10

6

5

135

250

16

14

11

10

6

5

135

260

19

16

13

11

8

6

5

135

260

22 22

18 18

14 14

12 12

11 10

7 7

6 6

4 4

135 135

260 260

23

20

17

13

11

9

6

6

4

150

275

±0,08

21

19

15

11

10

8

6

5

4

150

275

±0,03

±0,08

20

18

14

10

10

7

6

5

3

150

275

4,60 ≤ δ < 4,80

±0,03

±0,08

18

16

12

8

9

6

5

4

3

150

275

4,80 ≤ δ < 5,00

±0,03

±0,08

17

14

11

7

9

5

4

3

2

150

275

5,00 ≤ δ < 5,20

±0,03

±0,08

12

14

11

7

8

5

4

3

2

150

300

5,20 ≤ δ < 5,40

±0,03

±0,08

14

12

10

6



5

4

3



160

300

5,40 ≤ δ < 5,60

±0,04

±0,09

12

10

8

6



4

3

2



160

300

5,60 ≤ δ < 5,80

±0,04

±0,09

10

8

6

5



3

2

2



160

300

5,80 ≤ δ
View more...

Comments

Copyright ©2017 KUPDF Inc.
SUPPORT KUPDF