Concrete Masonry Solid Units 140mm

April 23, 2019 | Author: wearplay | Category: Masonry, Concrete, Wall, Prestressed Concrete, Framing (Construction)
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DETAILING OF CONCRETE MASONRY Volume 1 - Solid Units 140mm

Concrete masonry: Strong, durable and attractive

PREFACE Successful masonry depends on adequate design  and specification of materials, sound construction  practice and an acceptable quality of workmanship. Good workmanship is in turn dependent on access  to accepted norms of local detailing practice and  materials. The purpose of this booklet is to provide  guidelines for the detailing of concrete masonry  structures. It should be read in conjunction with  the Concrete Manufacturers Association’s Masonry  Manual, the National Building Regulations, and  National Home Builders Registration Council Home  Building Manual the relevant South African Bureau  of Standards specifications and codes of practice.

Published by  Concrete Manufacturers Association  Block D, Lone Creek, Waterfall Office Park, Bekker Road, Midrand  Telephone: +27 11 805 6742  Fax: +27 86 524 9216  Email: [email protected]  Website: http://www.cma.org.za  ISBN: 0-9583790-8-4  0-9583790-8-4  Fourth Edition 2008 

Guidelines on the DETAILING OF CONCRETE MASONRY VOLUME 1 SOLID UNITS – 140MM EDITORS: J W LANE P J KELLY J H CATSAVIS

1

GUIDELINES ON THE DETAILING OF MASONRY STRUCTURES REFERENCE CODING SYSTEM DESCRIPTION OF WALL Solid unit single leaf walls 140mm

s -**-**

Hollow unit single leaf walls 140 and 190 mm

h-**-**

Cavity walls 240 to 290 mm

c-**-**

Position in walls irConditioning units AirC Beam to Wall

s-ac-** s-bw-**

Bonding Patterns

s-bP-**

Control Joints

s-cj-**

Door Frames

s-df-**

Foundations and Ground floor slab

s-fg-**

intersection

Wall to Wall

s-ww-**

wall to Column (C (Concrete)

s-cc-**

wall to Column (S (S teel)

s-cs-**

wall to Column (M (Masonry)

s-cm-**

wall to Column (P (Pilasters)

s-cP-**

oint Profiles Joint P

s-jP**

Lintels

s-li-**

araPet  Walls including coPing ParaPet W

s-Pw-**

Reinforcing

s-re-**

Roof Slabs

s-rs-**

Roof Trusses

s-rt-**

Sills

s-si-**

SusPended Floor

s-sf-**

tall walls walls Wall S tiffening - tall

s-ws-**

Window Frames

s-wf-**

NOTES

s-**-nb

Notes: t Notes:  t p                       .



 t      (      x  ) p            p    . w       p    “nb”, “nb”,       p      p .

INDEX CONTENTS g  PART 1: 140 MM SOLID UNIT SINGLE LEAF WALLS (REFERENCE S-**-**) COMPUTER REFERENCE NUMBER f w



x 

s-fg-01/03

6



 

s-fg-04/06

7

s

s-si-01/02

8

l

s-li-01/02

8

w 

s-wf-01/02

9 - 10

d 

s-df-01/02

11 - 12

sp 



x 

s-sf-01/03

13



 

s-sf-04

13

r 

s-rt-01/04

14

Pp 

s-Pw-01/03

15

r 

s-rs-01

15

m  p

s-bP-01/06

16

j p

s-jP-01

17

c/w 



  

s-ww-01/04

17 - 18



  -

s-cm-01/03

19 - 20



  -p

s-cP-01/02

21



   – 

s-cc-01/05

22 - 24



   – 

s-cs-01/05

25 - 26

c 

s-cj-01/02

27 - 28

a-c 

s-ac-01

29

app appx a: d

30

appx b: s    p      

31 - 32

appx c: a-w

33

appx d: r fx

34

appx e: r d

35 - 36

appx f: v-j  p  

37

ak r: r : v 2    140   190     v 3     .



GENERAL NOTES c    pp   , ,    .  t  p         :       (v 1),       (v 2)    (v 3).  t     p      . e    q              –      .  t pp                 p   .  t     k        :

Materials: • Concretemasonryunits: / –  -/ – x,   p pp  . • Mortar: c    p . (w      k    ?)

Environmental conditions: • Environment: o lk      p    • Earth/Seismicmovement

Service conditions: • Loading: , p, , xp • Aggressiveconditions: 

Type of structure • Unreinforced/reinforced/prestressed • Compositestructure: /  /p  /  /   



• Degreeoffixitybetweenelementsandlikelymovement. • Specialfinishesandspecificationrequirements. • Workmanshipquality

Design • Modularco-ordinationofbuildingelements(workto200mmmodulehorizontallyand100mmvertically).

d       pp        . u  ,        “  ”   sans 10400. i    p ,  p   ,        p   p . a       .  t     p      . t c m a    p   p  .



140mm SOLID UNIT SINGLE LEAF WALLS FOUNDATION & WALL DETAILS - EXTERNAL WALLS



140mm SOLID UNIT SINGLE LEAF WALLS FOUNDATION & WALL DETAILS - INTERNAL WALLS



140mm SOLID UNIT SINGLE LEAF WALLS SILL & LINTEL DETAILS



140mm SOLID UNIT SINGLE LEAF WALLS WINDOW FRAME DETAILS



140mm SOLID UNIT SINGLE LEAF WALLS WINDOW FRAME DETAILS

10 

140mm SOLID UNIT SINGLE LEAF WALLS DOOR FRAME DETAILS

11

140mm SOLID UNIT SINGLE LEAF WALLS DOOR FRAME DETAILS

12 

140mm SOLID UNIT SINGLE LEAF WALLS SUSPENDED FLOORS ON EXTERNAL & INTERNAL WALLS

13 

140mm SOLID UNIT SINGLE LEAF WALLS ROOF TRUSS FIXING TO WALL

14 

140mm SOLID UNIT SINGLE LEAF WALLS PARAPET WALL & COPING DETAILS, WATERPROOFING: ROOF SLAB

15 

140mm SOLID UNIT SINGLE LEAF WALLS MASONRY BOND PATTERNS

16 

140mm SOLID UNIT SINGLE LEAF WALLS JOINT PROFILES & INTERSECTION OF WALLS - CORNERS

17 

140mm SOLID UNIT SINGLE LEAF WALLS INTERSECTION OF WALLS

18 

140mm SOLID UNIT SINGLE LEAF WALLS PIERS IN WALLS

19 

140mm SOLID UNIT SINGLE LEAF WALLS PIERS IN WALLS

20 

140mm SOLID UNIT SINGLE LEAF WALLS PILASTER BLOCKS IN WALLS

21

140mm SOLID UNIT SINGLE LEAF WALLS CONCRETE COLUMN/WALL INTERSECTIONS

22 

140mm SOLID UNIT SINGLE LEAF WALLS CONCERTE COLUMN/WALL INTERSECTIONS

23 

140mm SOLID UNIT SINGLE LEAF WALLS CONCERTE COLUMN/WALL INTERSECTIONS

24 

140mm SOLID UNIT SINGLE LEAF WALLS STEEL COLUMN/WALL INTERSECTIONS

25 

140mm SOLID UNIT SINGLE LEAF WALLS STEEL COLUMN/WALL INTERSECTIONS

26 

140mm SOLID UNIT SINGLE LEAF WALLS CONTROL JOINTS IN WALLS

27 

140mm SOLID UNIT SINGLE LEAF WALLS CONTROL JOINTS IN WALLS. LOCATIONS

28 

140mm SOLID UNIT SINGLE LEAF WALLS AIR CONDITIONING UNIT INSTALLATION

29 

APPENDIX A DEFINITIONS Masonry wall means an assemblage of masonry units joined together with mortar or grout.

Masonry units may be either solid or hollow, and of brick or block size¹. Block means any masonry unit which has a length of more than 300mm or a width of more than 130mm and a 

height of more than 120mm¹. Brick means any masonry unit which is not a block. A masonry unit having dimensions, which satisfy all of the 

following conditions¹: a) length not more than 300 mm; b) width not more than 130 mm; and  c) height not more than 120 mm. Hollow masonry unit: A masonry unit containing cavities in excess of 25% but not exceeding 60%, of the gross 

volume of the unit¹. Masonry accessories: These include masonry anchors, connectors and ties other than wall ties; shelf angles and 

their fixings; wall ties that transmit shear; and bed joint mesh¹. Masonry unit: A unit of a rectangular shape and that is intended for use in the construction of bonded 

masonry walling¹. Solid masonry unit: A masonry unit either containing no cavities or containing cavities not exceeding 25% of the 

gross volume of the unit¹. Types of masonry  Prestressed masonry: Masonry in which pre-tensioned or post-tensioned steel is incorporated to enhance 

resistance to tensile or shear forces¹. Reinforced masonry: Masonry in which steel reinforcement is incorporated to enhance resistance to tensile,

compressive or shear forces¹. Types of reinforced masonry  Grouted-cavity masonry: Two parallel single-leaf walls spaced at least 50 mm apart, effectively tied together with 

wall ties. The intervening cavity contains steel reinforcement and is so filled with infill concrete or grout as to result in  common action with the masonry under load¹. Reinforced hollow blockwork: Hollow blockwork that is reinforced horizontally or vertically (or both) and subsequently 

wholly or partly filled with concrete¹.

30  ¹

SANS 10164-2 (See Appendix B) 

APPENDIX B REFERENCES STANDARDS AND CODES OF PRACTICE ON THE USE OF CONCRETE MASONRY MANUFACTURE OF CONCRETE MASONRY UNITS

SANS 1215 – 1984

Concrete masonry units 

USE OF MASONRY UNITS Planning, design and specifications

SANS 993-1972 (2002)

Modular coordination in building 

SANS 10021-2002

Waterproofing of buildings 

SANS 10155-2000

Accuracy in buildings 

SANS 10249-2000

Masonry walling 

NBRI R/Bou – 602

Fire resistance ratings – wall constructed of concrete blocks 

Building Regulations

National Building Regulations and Building Standards Act 1987 revised 1990  SANS 10400-1900 (2007)

Application of the National Building Regulations 

SANS 10401-1989

The construction of dwelling houses in accordance with the  National Building Regulations 

National Home Builders Registration Council Home Building Manual  Structural Design

SANS 10100: Part 1 - 2002

Concrete 

SANS 10160 -1989

The general procedures and loadings to be adopted for the  design of buildings 

SANS 10161-1980

The design of foundations for buildings 

SANS 10164

The structural use of masonry 

Part 1-2000

Unreinforced masonry walling 

Part 2-2003

Reinforced and prestressed masonry walling 

SANS 1504-1990

Prestressed concrete lintels 

Crofts, FS: Lane JW

Structural concrete masonry, a design guide.

Concrete Masonry Construction

SANS 073-1974

Safe application of masonry-type facings to buildings 

SANS 10145-2000

Concrete masonry construction 

SANS 10155-1980

Accuracy in buildings 

MATERIALS OF CONSTRUCTION Aggregates

SANS 794-2002

Aggregates of low density 

SANS 1083-2002

Aggregates from natural sources – aggregates for cement.

Cement

SANS 50197-1:2000

Part 1: Common cement. Part 1: Cement - composition  specifications and conformity criteria 

31

SANS 50413-1:1994

Part 1: Masonry cement Part 1: Specification 

SANS 1491-1989

Portland cement extenders 

Part 1:

Ground granulated blastfurnace slag 

Part 2:

Fly ash 

Part 3:

Condensed silica fume 

Dampproof courses

SANS 248-1973 (2002)

Bituminous dampproof course 

SANS 298-1975 (1999)

Mastic asphalt for dampproof courses and tanking 

SANS 952-1985 (2000)

Polyolefin film for dampproofing and waterproofing in buildings 

Reinforcement

SANS 190: Part 2 - 1984 (2001)

Expanded metal building products 

SANS 920-1985 (2002)

Steel bars for concrete reinforcement 

SANS 1024-1991

Welded steel fabric for reinforcement of concrete 

Sealants

SANS 110-1973 (2001)

Sealing compounds for building industry, two-component, polysulphide base 

SANS 1077-1984 (2001)

Sealing compounds for the building and construction industry, two component polyurethane base 

SANS 1305-1980 (2001)

Sealing compounds for the building industry, one-component  silicone-rubber base 

Lime

SANS 523-2002

Limes for use in building 

Sand

SANS 1090-2002

Aggregates from natural sources. Fine aggregate for plaster  and mortar 

Wall ties

SANS 28-1986

Metal ties for cavity walls 

USEFUL BRITISH STANDARDS

BS EN 12878-1999

Pigments for portland cement and portland cement products 

BS 4551-1998

Methods of testing mortar, screeds and plasters 

BS 4887

Mortar admixtures 

Part 1: 1986:

Specification for air-entraining (plasticizing) admixtures 

Part 2: 1987:

Specification for set-retarding admixtures 

BS 6477-1984

Water repellents for masonry surfaces 

CONCRETE MANUFACTURERS ASSOCIATION PUBLICATIONS

Masonry Manual

8th edition 

Free-standing walls

Design guide  Technical note:

Unreinforced  Reinforced 

Lintels

Design guide  Technical note 

Building your house

Step by Step with building plans 

32 

APPENDIX C ANCHORS – WALLS Anchors are used for tying metal straps, angles and wall accessories to masonry, concrete or steel, at wall/  concrete, wall/wall, wall/steel intersections, or to support a leaf of a wall or service. Anchors function by being held  in position in the base material by friction, keying, bonding or a combination of these factors. Essentially the fixing of  anchors to any member requires either the drilling of a hole to house the anchor, or the firing of the anchor into the  supporting material. In general terms shot-firing anchors into brittle material such as concrete or masonry may shatter the material and  the quality of support may then become suspect. Drilling is preferable where anchorage stress level is significant. Firing into ductile materials such as steel or timber is an easy and quick method of anchoring. In both cases the amount of force exerted in drilling or shot firing should not disturb the bonding of masonry units to  adjacent units. The position of the anchor is important in ensuring optimum load carrying capacity. In the case of angles supporting a non-structural outer leaf of a wall to the main structure then the position of the  hole in the vertical leg of the angle should be as near the top of the angle as possible. It is also preferable to use an  unequal angle with the longer leg of the angle in the vertical direction. With straps holding walls to columns to provide lateral support, the anchor should be placed as near as possible  to the right angle bend in the strap. This is to prevent the straightening out of the bend, with, say, shrinkage of the  wall, which would tend to lift the masonry unit above the horizontal section of the strap, opening the bedding joint.

Normally a single anchor in the vertical leg of the strap is adequate but if two anchors are necessary then the  spacing of these anchors should be such as not to reduce the overall anchorage. When shot firing into brittle  materials the spacing should be at least 100 mm. Heated drawn steel should be used for straps that are bent and twisted. Normally stainless steel cannot be shaped  to the required shape. The type, size and position of anchorage to be shown on drawings and/or clearly specified.

33 

APPENDIX D ROOF FIXING Types of Anchor (refer SANS 10400 Table 7) Roof Slope, Degrees

Max. Roof Truss, Rafter or Beam spacing, mm

Light roof

760 

A, B or C 

1050 

B or C 

1400 



760 

A, B or C 

1050 

B or C 

1400 



Less than 15 

15 to 30 

Type of anchor required Heavy roof

Not Applicable 

Type A for 

A, B or C  Greater than 30

any  

all applications 

B or C  C 

Anchors Type A: 2 Strands 4 mm Galvanised Steel Wire  Type B: 30 mm x 1.2 mm Galvanised Steel Strap  Type C: 30 mm x 1.6 mm Galvanised Steel Strap  Length of Anchorage

300 mm 600 mm

Type of Roof

Heavy roof (Concrete or clay tiles or slate)   Sheeted Roof

 

Note: Details of types of anchors apply to buildings not exceeding two storeys in height and where span of the roof truss 

does not exceed 10 m.

34 

35 

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   S    T    N    I    O    J    G    N    I    D    D    E    B    N    I    D    E    S    U    T    N    E    M    E    C    R    O    F    N    I    E    R    F    O    S    L    I    A    T    E    D

  n   o   r    I   p   o   o    H

  g    b   s   e   i   e   n   e    h   t   w   t    i   a    d   s   s    i    f   t   e   v   n   s   o   h   a   e   r   o   e   u   r   e   r   s   t   s   p   e   w   n   n   e   v    i   s   e   n   l   t   r   e   a   t   u    i   a   b   e   s   n    l   s   i    l   o   w   r   a   t   o   n   e   c   e   u    f   w   w   a   m   a   s   t   o   s    f   n   t   s   e    d   c   g   a   a    i   g   a   a   g   a   r    l   e    h   r   n    l    i   o   i   t    h   t   n   a   s    l    i   t   t    l   a    l   t   p    l   c   w   c   d   u   o   i   r    f   a   e   a   n   y   e   a    i   m  o   d   e   d   n   t    l    l    i   n   v   n   m   I   n   h   a   p   s   n   a   o    I   p   a    C   c   w   a   -

 ,   r   e   e  .   p    h   p   t    i   z   c   o   v   y   t   c   i    i    b   n   l  ,   n   o    d   e   e    i   t   e   e   s   s   t   n    i   o   s   u   s   r   a   l   e   r   m    d   p   r    l   o    i   r   a   e   e   c   o    h   e   t   m    f   t   e   o   d   c   s   s    d   n   s    i   e    l   u  -   s   s   z   a   d   o   s    i   o    i   r    i   o   e   r   n    l   r   e    h   e   a   a    i   n   p   t   v   p   i   v    l   a   l   e   a    f   a   o   t    k    i    M   l   g   c   s    O

  e   c   a   e    l   p   g   r   n   a    i   o   :    h    f    d   e   c   o   r   e   n   s   t   o   t   u   a   n   c   n   r   e   i   t    b   e   f   o   o   i    j   m   n   e   u   n   s   g   c   p   n   w   y   a   r    i   c   a   t   o   d   o    i   r    f    l    d   t   v   s   n    i   r   s   e   h   o   a   e   b   a   c    f    R  -  -  -    B   o

  e   s    l    i   s   s   n   e   e    l   e   c   n   r   t    i   o   a   a    f   n    h   t   t   g   s   d   i   s    i    h   e   e   s   t   r    b   a   e   r   o   y    l   c   n   a   o   e   o    i   e    M  r   t   o   s  .   s   l    l   o   r   e   e    d   r    i   e   e   t   t    M  s   s   o   c

   d   e   m   r   o    f   e    d  ,    h   t   o   o   d   m   t   s   e   n  ,   e    d    d   n   n   u   o   i    R   r   o

   l   e   e   t   s   t   a   s    l    f   a    d   m   e   o   r    d    f   r   y   a   t   t    i   g    l   u   c   e   a   y   r  -   u   q    l   a   s    d   t   e   m   e   r   e   t   a   o   h    N   s   t   s

  t   a    l    F

  s   n   m    /   s   u    l    l   t   a    i   o   n   c   w   o    j    l   o   e   g   t   e   n   t   s    i   s    l    d    i    l   a   s    d   w   t    l   n   a   n   a   g   g    i   n   e   n   o   w    i    i    j   t   s   r   r   e    l   o   g   o   o   r   a   h   i   t   n   l    h   c   w   c   c   n    d    i   a   n   o   o   t   n   l   s   w    A  -   c  -    A     s   t   n    i   o    j   g   p   n   )    i   a    d   r    i    l   t   s    l   s   a   a   i   w   n   t   o   r   e   t    l   c   a   n   o    W   C    (   s    l   a   w   o   t   s   e   s   g   s   n    i   u   r   r   t   o    f    h   c   o   n   o    A   R

  e   s   o   p   r   u    P

    l   e   e   t   s   t   e   e    h   s    f   o   s   y    l   o   t    i   r    l    f   u   o   a   q   s    l   t   a   u    i   c   c    f   r    f   o   e   m   m   o   o   r   m    f   c   t   s   u   c   a   y    d    l   e   a   d   r   m   a   r   o   g    N   e   r

   l   a    i   r   e   t   a    M

  t   n    i   o    j   t   a   a   n    i   t   r   e   c   n   o    C

   2

  r    5  ,   a   r    4   t   o   m    0  ,   g   n    4    i    d    d   e    5    b    0  ,    0    1  ,    i   n    4    2    3    d   e   c    5    5   a  ,    3  ,    l    1    1    2    P

  m    5    /  ,    3 5   r   s   o    i    f   e    2    T   s   t   n   e   m   s   e   r    i   e   y    i   m  m   t   t    i   u   m   v    f   q   m  m   0   a   o   e   c   m   0   5   r   n    f    l    0   o    1   a   o    5    i    1   r     7   s     i   e   e   v   z   <    0   n    5   0   e   o    i    G   r   p    S    7   1

   h   t   e    i   w   t   e   r    d   c   e   s   l   n    i    f   m   c   t   a   d   o    i    l   n   e    i   n   u   b   t  -   a   f   n    i   n   w   U    i   s    l   o   o   d   a   r    2   :    j    l   o    3   i   n   g   o   n   r   a   w   n   h   a   <    d   i   y   t   t    d    d    i   r   e   ø   e    d   n   r   v   o   c   e   o   o   a   <    l   a   b   c   b   c   m    6   P  -  -  -    r   e   /    d    d   r   s    h   n   e   o   t   t    l   a    d   o   t   o    i    d   g  ,    b   r   e   n   n    i   u   a    l   g    b   t    i    f   n   r    i   r   e   t   m   r    d   o   e   o    i   e    f   e   r   t   r  ,    d   m   r   p   c   o   s   o   o   a   t   n   t    l    h   r   c   n   s   o   n   e   t    i   s   e    i   a   c   s   o   n   o   e    i    j   y    j   e   t    f   o   r    b   s   t   g   o   e   g   g   t   n   n    d   n    i    0    i   o    i    d   e    d  ,   t   e    d   r    d   n    i   x    i   n   n   g    3    l    i    d   e   n    f   e   n   s    i   e    /   o   s   t   e    l    b   d   r    5   n  ,    5   n   c   o    F   n   o   e   n   i   n   n    2    2    O   i   e   i   p   b   o   n    i    d   e    d    d   e    b   m   t   e   i   n   s   o    d    j    6   n  ,   e   r    1   o   t    /    h   r   t    2  ,   o   o    1    B   m    f  ,   o   e   r   t   o   r   e   n   a   t    i   r   r   n   r   t   p   o   o   o   o   a    d   c   r   m   t   t   e   t   n   i   x   s   i   n   n   i    f   u    i    f    d   o   o   e   f    d   e   o   j   t   n   r    d    d   g   a   e   o   n   e    l    d   n    i   e   e   r   r   p   s    d   o   e   s   l    b   c   d   h   e   a   n   n   e   t   u    O   m   e   i    b   o   r   t   w

  t   a    l    F

   6  ,    1    /    2  ,    1

  e   p   a    h    S

  m   m   m  ,   m   m  ,   s   r   s   m   e   e  ,   t   e   g   n    h    k   t   m   n   c    d    i    i    i   a    i   x    h    i    T    W   D    F

   D   x    i    d   n   e   p   p    A   e   e    S

  t   r   o   p   p   u   s    l   a   r   e   t   a    l   g   n    i    d    i   v   o   r   p   e    l    i    h   w   s   e   c   r   o    f    d   n   a   s    d   a   o    l   r   e    f   s   n   a   r   t   y    l   e    f   a   s   n   a   c   s   t   n   e   m   e    l   e   y   r   n   o   s   a   m    l   a   r   u   t   c   u   r   t   s   n   e   e   w   t   e    b   n   o    i   t   c   e   n   n   o   c   g   n    i    d    i   v   o   r   p    l   a    i   r   e   t   a   m    k   c   e    h    C

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APPENDIX F V-JOINT IN PLASTER AND MORTAR

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