AS-3610-SUPP-2-1996.pdf
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1、 AS 3610 Supp 21996 (Incorporating Amendment No. 1) AS 3610 Supplement 21996 Formwork for concreteCommentary (Supplement No. 2 AS 36101995) AS 3610 Supp 2 Accessed by UNIVERSITY OF SOUTH AUSTRALIA on 30 May 2008 This Australian Standard supplement was prepared by Committee BD-043, Formwork. It was a
2、pproved on behalf of the Council of Standards Australia on 18 October 1996 and published on 5 December 1996 The following are represented on Committee BD-043: Association of Consulting Engineers Australia Australian Aluminium Council AUSTROADS Cement and Concrete Association of Australia Department
3、of Training and Industrial Relations (Qld) Formwork Contractors of W.A. Housing Industry Association Metal Trades Industry Association of Australia National Precast Concrete Association Australia Plywood Association of Australia Queenland University of Technology WorkCover New South Wales WorkSafe W
4、estern Australia Keeping Standards up-to-date Standards are living documents which reflect progress in science, technology and systems. To maintain their currency, all Standards are periodically reviewed, and new editions are published. Between editions, amendments may be issued. Standards may also
5、be withdrawn. It is important that readers assure themselves they are using a current Standard, which should include any amendments which may have been published since the Standard was purchased. Detailed information about Standards can be found by visiting the Standards Australia web site at .au an
6、d looking up the relevant Standard in the on-line catalogue. Alternatively, the printed Catalogue provides information current at 1 January each year, and the monthly magazine, The Australian Standard, has a full listing of revisions and amendments published each month. We also welcome suggestions f
7、or improvement in our Standards, and especially encourage readers to notify us immediately of any apparent inaccuracies or ambiguities. Contact us via email at .au, or write to the Chief Executive, Standards Australia International Ltd, GPO Box 5420, Sydney, NSW 2001. Accessed by UNIVERSITY OF SOUTH
8、 AUSTRALIA on 30 May 2008 AS 3610 Supp 21996 (Incorporating Amendment No. 1) AS 3610 Supplement 21996 Formwork for concreteCommentary (Supplement No. 2 AS 36101995) Originated as AS 3610 Supplement 21990. Second edition 1996. Reissued incorporating Amendment No. 1 (March 2003). COPYRIGHT Standards A
9、ustralia International All rights are reserved. No part of this work may be reproduced or copied in any form or by any means, electronic or mechanical, including photocopying, without the written permission of the publisher. Published by Standards Australia International Ltd GPO Box 5420, Sydney, NS
10、W 2001, Australia ISBN 0 7337 0816 1 Accessed by UNIVERSITY OF SOUTH AUSTRALIA on 30 May 2008 AS 3610 Supp 21996 2 PREFACE This Supplement was prepared by the Standards Australia Committee BD-043 on Formwork as a commentary on AS 36101995, Formwork for concrete. This new edition of this supplement i
11、ncorporates several corrections and amendments to the previous edition. These include changes to Clauses C2.3, C3.2, C3.3.1, C3.5.1, C3.5.2, C4.4.3, C4.4.5.1, C4.4.5.2, C4.4.5.3, C4.4.5.7, C4.4.6, C4.4.7, C4.5.4.1, C4.5.5.1, C4.6.3, C4.7.1, C5.4.1.4, C5.4.1.7, C5.4.2, C5.6.2.2 and CA3.1; Paragraph C
12、A4.4.4; Figures C4.1, C4.4.4, C4.4.5, C4.4.7, C4.4.8, C4.4.9, C4.4.10, C4.4.11, C5.4.1, C5.4.5, C5.4.7, C5.4.12, C5.4.15, CA1 and Addendum. The changes required by this Amendment are indicated in the text by a marginal bar and amendment number against the clause, note, table, figure, or part thereof
13、 affected. This Standard incorporates Amendment No. 1 (March 2003). The changes required by the Amendment are indicated in the text by a marginal bar and amendment number against the clause, note, table, figure or part thereof affected. The Supplement includes background information on the Standard,
14、 guidance on its use and suggestions on good practice. The Paragraphs in this Commentary refer directly to the respective Clauses in the Standard, e.g. Paragraph C5.3.1 refers to Clause 5.3.1, and Appendix CA refers to Appendix A. Gaps in the numerical sequence of this Commentarys Paragraph numberin
15、g means that no explanation of or background to the relevant Clauses is necessary. Details on references and documents referred to in this Supplement are provided in the Addendum at the end of the document. Accessed by UNIVERSITY OF SOUTH AUSTRALIA on 30 May 2008 3 AS 3610 Supp 21996 CONTENTS Page F
16、OREWORD4 SECTION C2 THE PROJECT DOCUMENTATION C2.3 INFORMATION TO BE PROVIDED IN THE PROJECT DOCUMENTATION .5 SECTION C3 SURFACE FINISH C3.2 APPLICATION12 C3.3 CLASSES OF SURFACE FINISH.12 C3.4 PHYSICAL QUALITY15 C3.5 COLOUR CONTROL OF UNTREATED SURFACES.19 C3.6 TEST PANELS22 SECTION C4 STRUCTURAL D
17、ESIGN AND DOCUMENTATION C4.1 SCOPE OF SECTION25 C4.2 APPLICATION OF SECTION 25 C4.3 DESIGN REQUIREMENTS25 C4.4 LOADS32 C4.5 ANALYSIS AND DESIGN .52 C4.6 CONSTRUCTION CONSIDERATIONS.57 C4.7 FORMWORK DOCUMENTATION .58 SECTION C5 CONSTRUCTION C5.1 SCOPE OF SECTION61 C5.3 GENERAL FORMWORK REQUIREMENTSIN
18、 SITU CONCRETE .61 C5.4 FORMWORK CONSTRUCTIONIN SITU CONCRETE 70 C5.5 FORMWORK CONSTRUCTIONPRECAST CONCRETE.84 C5.6 EVALUATION OF COMPLETED WORK AND REPAIRS.86 APPENDIX CA COMMENTARY ON APPENDIX A, TESTING OF FORMWORK92 ADDENDUM.98 Accessed by UNIVERSITY OF SOUTH AUSTRALIA on 30 May 2008 AS 3610 Sup
19、p 21996 4 FOREWORD In this Commentary the terms project designer and formwork designer are used. Neither term should be taken as referring to a single individual, as each may comprise several organizations or individuals of varying qualifications. Consider the following examples: (a) Within the term
20、 formwork designer (i) proprietary items used in the formwork assembly could be designed by the manufacturer; (ii) forms, bearers and joists could be designed by personnel engaged by the formwork contractor; and (iii) footings (if necessary) could be designed by personnel engaged by the building con
21、tractor. (b) Within the term project designer, a structural engineer could be responsible for the concrete structure, and an architect could be responsible for the surface finish. Accessed by UNIVERSITY OF SOUTH AUSTRALIA on 30 May 2008 5 AS 3610 Supp 21996 .au Standards Australia STANDARDS AUSTRALI
22、A Australian Standard Formwork for concreteCommentary (Supplement No. 2 AS 36101995) S E C T I O N C 2 T H E P R O J E C T D O C U M E N T A T I O N C2.3 INFORMATION TO BE PROVIDED IN THE PROJECT DOCUMENTATION It is necessary for the project designer, through the project documentation, to communicat
23、e specific requirements. The list given in Clause 2.3 is only a general list. For particular projects many other aspects may require attention, with appropriate limitations on the formworkers actions being specified. This Clause covers only those matters affecting the structural aspects of the concr
24、ete. The quality of the surface finish is discussed in the commentary to Section 3: Surface finish. (a) Minimum formwork stripping times This is primarily directed towards in situ concrete, although much of it can apply to precast concrete. The stripping times provided in the formwork documentation
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