Table of Contents

1 -  AS/NZS 2699.2:2000 BUILT-IN COMPONENTS FOR MASONRY CONSTRUCTION - CONNECTORS AND ACCESSORIES
4 -  PREFACE
5 -  CONTENTS
6 -  SECTION 1 SCOPE AND GENERAL
6 -  1.1 SCOPE AND APPLICATION
7 -  1.2 REFERENCED DOCUMENTS
8 -  1.3 NEW TECHNOLOGIES
8 -  1.4 DEFINITIONS
8 -  1.4.1 Capacity design procedure
8 -  1.4.2 Characteristic strength
8 -  1.4.3 Characteristic value
8 -  1.4.4 Connectors and accessories
8 -  1.4.5 Ductility
8 -  1.4.6 Duplex coating
8 -  1.4.7 Durability classification (R)
8 -  1.4.8 Galvanized coating
9 -  1.4.9 Lot
9 -  1.4.10 Masonry couplet
9 -  1.4.11 Monotonic test
9 -  1.4.12 Organic coating
9 -  1.4.13 Overstrength factor
9 -  1.4.14 Residual load
9 -  1.4.15 Specimen
9 -  1.4.16 Substrate
10 -  SECTION 2 PERFORMANCE CRITERIA
10 -  2.1 SCOPE OF SECTION
10 -  2.2 AIM
10 -  2.3 SAFETY
10 -  2.4 DURABILITY
10 -  2.4.1 General
10 -  2.4.2 Damage
10 -  2.4.3 Classification of materials
10 -  2.4.4 Durability criteria for connectors and accessories
11 -  2.4.5 Test methods
11 -  2.5 RESISTANCE TO WATER TRANSFER
11 -  2.6 EMBEDMENT, MOVEMENT AND TOLERANCE
11 -  2.7 STRUCTURAL PERFORMANCE
12 -  SECTION 3 DEEMED-TO-COMPLY PROVISIONS FOR MATERIAL SELECTION
14 -  SECTION 4 IDENTIFICATION MARKS
14 -  4.1 CONNECTORS AND ACCESSORIES MARKING
14 -  4.2 DURABILITY COLOUR CODING
14 -  4.3 PACKAGE MARKING
15 -  SECTION 5 ASSESSMENT OF COMPLIANCE WITH THIS STANDARD
15 -  5.1 GENERAL
15 -  5.2 SAMPLING
15 -  5.3 MANUFACTURERS’ CERTIFICATE
16 -  APPENDIX A - STRUCTURAL PERFORMANCE TEST METHODS
16 -  A1 SCOPE AND GENERAL
16 -  A2 PRINCIPLE
16 -  A3 MATERIALS
16 -  A4 APPARATUS
17 -  A5 SAMPLE
17 -  A6 LOADING REGIMES
17 -  A7 NOTATIONS
18 -  A8 PREPARATION FOR TESTING
18 -  A8.1 Construction of test specimens
18 -  A8.2 Specimen conditioning
18 -  A8.3 Setting up for testing
18 -  A9 TESTING PROCEDURES
18 -  A9.1 General
19 -  A9.2 Gravity
19 -  A9.3 Cyclonic
19 -  A9.4 Seismic
19 -  A10 DATA ANALYSIS
19 -  A10.1 Stiffness
20 -  A10.2 Strength
21 -  A11 REPORT
24 -  APPENDIX B - METHOD FOR DETERMINING THE DURABILITY CLASSIFICATION OF BARE CONNECTORS AND ACCESSORIES OR CONNECTORS AND....
24 -  B1 SCOPE
24 -  B2 PRINCIPLE
24 -  B3 APPARATUS
24 -  B4 SAMPLE
24 -  B5 PREPARATION OF SPECIMENS
25 -  B6 PROCEDURE FOR CORROSION TESTING
25 -  B6.1 Weighing
25 -  B6.2 Test procedure
26 -  B6.3 Examination
26 -  B6.4 Total coating mass determination
26 -  B7 INTERPRETATION OF RESULTS
26 -  B7.1 General
26 -  B7.2 Interpretation of results for metallic coatings
26 -  B7.3 Interpretation of results for bare (uncoated) metals
27 -  B8 RECORDS
27 -  B9 REPORT
28 -  APPENDIX C - METHOD FOR DETERMINING THE DURABILITY CLASSIFICATION OF STEEL CONNECTORS AND ACCESSORIES WITH AN ORGANIC OR...
28 -  C1 SCOPE
28 -  C2 PRINCIPLE
28 -  C3 APPARATUS
28 -  C4 SAMPLE
29 -  C5 ALKALI SENSITIVITY TEST
29 -  C6 CORROSION RESISTANCE TEST
29 -  C6.1 Preparation of components
29 -  C6.2 Preparation of specimens
29 -  C6.3 Test procedure
30 -  C6.4 Examination of components
30 -  C6.5 Determination of coating mass or thickness
30 -  C6.6 Interpretation of the results
30 -  C7 RECORDS
31 -  C8 REPORT
32 -  APPENDIX D - METHOD OF TEST FOR RESISTANCE TO WATER TRANSFER
32 -  D1 SCOPE
32 -  D2 PRINCIPLE
32 -  D3 MATERIALS
32 -  D4 APPARATUS
32 -  D5 SAMPLE
32 -  D6 PREPARATION FOR TESTING
32 -  D6.1 Preparation of specimens for testing
33 -  D6.2 Setting up of specimens for testing
34 -  D7 PROCEDURE
34 -  D8 REPORT
36 -  APPENDIX E - TEST TO IDENTIFY STAINLESS STEEL GRADE AS 1449/316 OR 316L
36 -  E1 GENERAL
36 -  E2 TEST CHEMICALS
36 -  E2.1 Solution A
36 -  E2.2 Solution B
36 -  E3 TEST REQUIREMENTS
36 -  E4 TEST METHOD
37 -  APPENDIX F - MEANS FOR DEMONSTRATING COMPLIANCE WITH THIS STANDARD
37 -  F1 SCOPE
37 -  F2 STATISTICAL SAMPLING
37 -  F3 PRODUCT CERTIFICATION
37 -  F4 SUPPLIER’S QUALITY SYSTEM
38 -  F5 OTHER MEANS OF ASSESSMENT

Abstract

Specifies performance requirements covering corrosion resistance and tests for structural serviceability, for connectors and accessories built into masonry.

Scope

This Standard specifies performance requirements for connectors and accessories built into masonry, including
(a) masonry anchors;
(b) masonry connectors;
(c) masonry ties other than wall ties;
(d) tie-downs in masonry;
(e) bolts and fixings in masonry;
(f) bed-joint mesh in masonry; and
(g) all accessories for masonry construction other than
(i) wall ties that are covered by AS/NZS 2699.1;
(ii) damp-proof courses and flashings that are covered by AS/NZS 2904; (iii) termite protection that is covered by AS 3660; and (iv) lintels and shelf angles that are covered by AS/NZS 2699.3.
NOTES:
1 Bed-joint mesh is fabric laid in masonry bed joints as a tying material. This item does not include structural reinforcement in the bed joints of reinforced masonry.
2 The design and installation of connectors and accessories are specified in AS 3700, NZS 4210 and NZS 4230.1 and NZS 4230.2.
The requirements for connectors and accessories specified in this Standard cover
(A) durabilitymaterials specifications and test methods; and
(B) structuraltest methods only.
NOTE: The durability classifications employed in this Standard are compatible with the environments specified in AS 3700, NZS 3604 and AS/NZS 2312.
Because of the wide variety of connectors and accessories and their diverse applications, it is not possible to provide specifications for structural performance parameters; however, test methods for these parameters are given for the guidance of manufacturers, designers and purchasers.
NOTE: Specifications for structural performance of components may be nominated by manufacturers, or, negotiated between manufacturers, designers and purchasers.
This Standard applies to connectors and accessories used in masonry described in AS 3700, NZS 4210, NZS 4230.1 and NZS 4230.2.

General Product Information

Published
Document Type	Standard
Status	Current
Publisher	Standards Australia
Pages
ISBN
Committee	BD-028
Under Revision	DR AS 2699.2:2019
Supersedes	AS 2975-1987 DR 99027-99029 CP DR 99028 CP