AS 1288 Supp1-2006 Glass in buildings-selection and installlation.pdf

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1、AS 1288 Supp 12006 AS 1288 Supplement 12006 Glass in buildingsSelection and installation (Supplement to AS 12882006) AS 1288 Supp 12006 Accessed by TAFE QUEENSLAND INSTITUTES on 04 Jan 2007 This Australian Standard Supplement was prepared by Committee BD-007, Glazing and Fixing of Glass. It was appr

2、oved on behalf of the Council of Standards Australia on 17 March 2006. This Supplement was published on 28 March 2006. The following are represented on Committee BD-007: Association of Accredited Certification Bodies Australian Building Codes Board Australian Chamber of Commerce and Industry Austral

3、ian Glass and Glazing Association Australian Industry Group Australian Institute of Building Surveyors Australian Shop and Office Fitting Industry Association Australian Window Association Building Research Association of New Zealand CSIRO Manufacturing and Infrastructure Technology Department of Lo

4、cal Government WA Energy Efficiency and Conservative Authority of New Zealand Housing Industry Association Institution of Engineers Australia International Window Film Association Institute Master Builders Australia Monash University New Zealand Plastics Glazing Materials Suppliers New Zealand Safet

5、y Glass Association Plastics and Chemicals Industries Association Incorporated University of New South Wales University of Sydney Window Association of New Zealand Window and Door Industry Council Keeping Standards up-to-date Standards are living documents which reflect progress in science, technolo

6、gy 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 Standards may also be withdrawn. It is important that readers assure themselves they are using a current Standard, which should include any

7、 amendments which may have been published since the Standard was purchased. Detailed information about Standards can be found by visiting the Standards Web Shop at .au and looking up the relevant Standard in the on-line catalogue. Alternatively, the printed Catalogue provides information current at

8、1 January each year, and the monthly magazine, The Global Standard, has a full listing of revisions and amendments published each month. Australian StandardsTM and other products and services developed by Standards Australia are published and distributed under contract by SAI Global, which operates

9、the Standards Web Shop. We also welcome suggestions for improvement in our Standards, and especially encourage readers to notify us immediately of any apparent inaccuracies or ambiguities. Contact us via email at mailstandards.org.au, or write to the Chief Executive, Standards Australia, GPO Box 476

10、, Sydney, NSW 2001. Accessed by TAFE QUEENSLAND INSTITUTES on 04 Jan 2007 The Standard is downloaded from Standard Sharing AS 1288 Supp 12006 AS 1288 Supplement 12006 Glass in buildingsSelection and installation (Supplement to AS 12882006) First published as AS 1288 Supp 12006. COPYRIGHT Standards

11、Australia 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, GPO Box 476, Sydney, NSW 2001, Australia ISBN 0 7337 7

12、323 0 Accessed by TAFE QUEENSLAND INSTITUTES on 04 Jan 2007 AS 1288 Supp 12006 2 PREFACE This Supplement was prepared by the Australian members of the Joint Standards Australia/Standards New Zealand Committee BD-007, Glazing and Fixing of Glass. After consultation with stakeholders in both countries

13、, Standards Australia and Standards New Zealand decided to develop this Standard as an Australian Standard rather than an Australian/New Zealand Standard. The objective of this Supplement is to provide tables for minimum glass thicknesses calculated for stress at the ultimate limit state wind pressu

14、res and for deflection at serviceability limit state wind pressures. This Supplement is intended as a companion document to AS 12882006, Glass in buildingsSelection and installation. This Supplement is the result of a consensus among representatives on the Committee that it be produced as an Austral

15、ian Standard. In the preparation of this Standard valuable assistance was given by organizations and individuals experienced in various aspects of design and use of glass, and the Committee acknowledges their help. Accessed by TAFE QUEENSLAND INSTITUTES on 04 Jan 2007 The Standard is downloaded from

16、 Standard Sharing 3 AS 1288 Supp 12006 CONTENTS Page SECTION 1 GENERAL.4 SECTION 2 GLASS THICKNESS CALCULATED FOR STRESS AT ULTIMATE LIMIT STATEFOUR-EDGE SUPPORT5 SECTION 3 GLASS THICKNESS CALCULATED FOR DEFLECTION AT SERVICEABILITY LIMIT STATEFOUR-EDGE SUPPORT 101 SECTION 4 GLASS THICKNESS CALCULA

17、TED FOR STRESS AT ULTIMATE LIMIT STATETWO-EDGE SUPPORT 161 SECTION 5 GLASS THICKNESS CALCULATED FOR DEFLECTION AT SERVICEABILITY LIMIT STATETWO-EDGE SUPPORT 174 SECTION 6 FACETED GLAZING. 187 SECTION 7 FIN-SUPPORTED GLAZING 7.1 DETERMINATION OF MINIMUM FIN THICKNESS . 190 7.2 DETERMINATION OF FIN DE

18、PTH 192 Accessed by TAFE QUEENSLAND INSTITUTES on 04 Jan 2007 AS 1288 Supp 12006 4 Standards Australia .au STANDARDS AUSTRALIA Australian Standard Glass in buildingsSelection and installation (Supplement to AS 12882006) S E C T I O N 1 G E N E R A L This Supplement provides tables for the minimum gl

19、ass thickness calculated for stress at ultimate limit state and deflection at the serviceability limit state wind pressures. This Supplement is intended to be used in conjunction with AS 12882006. When selecting glass type and thicknesses, it is essential to take into consideration the relevant glaz

20、ing support conditions and intended application. For 3 mm monolithic annealed glass, the maximum area shall not exceed 0.85 m2. For 3 mm annealed glass used in IGUs, the maximum area shall not exceed 1.36 m2. Accessed by TAFE QUEENSLAND INSTITUTES on 04 Jan 2007 The Standard is downloaded from Stan

21、dard Sharing 5 AS 1288 Supp 12006 .au Standards Australia S E C T I O N 2 G L A S S T H I C K N E S S C A L C U L A T E D F O R S T R E S S A T U L T I M A T E L I M I T S T A T E F O U R - E D G E S U P P O R T This Section provides tables of glass thicknesses calculated for stress at ultimate limi

22、t state wind pressures for the four types of glass where the glass panel is supported on four edges. Glass thicknesses selected from this Section are required to be checked for deflection at serviceability limit state wind pressures given in Section 3. Accessed by TAFE QUEENSLAND INSTITUTES on 04 Ja

23、n 2007 AS 1288 Supp 12006 6 Standards Australia .au TABLE 2.1 GLASS THICKNESS CALCULATED FOR STRESS AT 0.6 kPa ULS WIND PRESSURE FOUR-EDGE SUPPORT EDGE 1 (mm) 300 600 900 1200 1500 1800 2100 2400 2700 3000 Monolithic annealed glass EDGE 2 (mm) 300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600

24、 3900 4200 4500 4800 5100 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 3 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 3 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 3 4 4 4 4 4 4 5 5 5 5 5 5 6 6 6 6 3

25、4 4 4 4 4 5 5 5 5 6 6 6 6 6 6 6 4 4 4 4 4 4 5 5 5 6 6 6 6 6 8 8 8 Laminated annealed glass EDGE 2 (mm) 300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

26、 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 8 5 5 5 5 5 5 5 5 6 6 6 6 8 8 8 8 8 Heat-strengthened glass EDGE 2 (mm) 300 600 900 1200 1500 1800 2100 2400 27

27、00 3000 3300 3600 3900 4200 4500 4800 5100 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 5 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 4 4 4 4

28、 4 4 4 5 5 5 5 3 3 3 3 3 3 4 4 4 5 5 5 5 5 5 5 5 3 3 3 3 3 3 4 4 5 5 5 5 5 5 5 5 6 Toughened glass EDGE 2 (mm) 300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4

29、 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 Accessed by TAFE QUEENSLAND INSTITUTES on 04 Jan 2007 The Standard

30、is downloaded from Standard Sharing 7 AS 1288 Supp 12006 .au Standards Australia TABLE 2.2 GLASS THICKNESS CALCULATED FOR STRESS AT 0.7 kPa ULS WIND PRESSURE FOUR-EDGE SUPPORT EDGE 1 (mm) 300 600 900 1200 1500 1800 2100 2400 2700 3000 Monolithic annealed glass EDGE 2 (mm) 300 600 900 1200 1500 1800

31、 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 3 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 3 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 6 3 4 4 4 4 4 4 5 5 5 5 5 5 5 6 6 6 3 4 4

32、4 4 4 5 5 5 5 6 6 6 6 6 6 6 3 4 4 4 4 4 5 5 6 6 6 6 6 6 8 8 8 4 4 4 4 4 4 5 5 6 6 6 8 8 8 8 8 8 Laminated annealed glass EDGE 2 (mm) 300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

33、 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 8 5 5 5 5 5 5 5 5 6 6 6 6 8 8 8 8 8 5 5 5 5 5 5 5 6 6 6 8 8 8 8 8 8 8 Heat-strengthened glass EDGE 2 (mm) 300 600 9

34、00 1200 1500 1800 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 3 4 4 4 5 5 5 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 3 3 3 3 3 3 4 4 4 4 4 4

35、 4 4 5 5 5 3 3 3 3 3 4 4 4 4 5 5 5 5 5 5 5 5 3 3 3 3 3 4 4 4 5 5 5 5 5 5 5 5 6 3 3 3 3 3 4 4 5 5 5 5 5 6 6 6 6 6 Toughened glass EDGE 2 (mm) 300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4

36、 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 Accessed by TAFE QUEENSLAND INSTITUTE

37、S on 04 Jan 2007 AS 1288 Supp 12006 8 Standards Australia .au TABLE 2.3 GLASS THICKNESS CALCULATED FOR STRESS AT 0.8 kPa ULS WIND PRESSURE FOUR-EDGE SUPPORT EDGE 1 (mm) 300 600 900 1200 1500 1800 2100 2400 2700 3000 Monolithic annealed glass EDGE 2 (mm) 300 600 900 1200 1500 1800 2100 2400 2700 3000

38、 3300 3600 3900 4200 4500 4800 5100 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 5 5 3 3 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 3 4 4 4 4 4 4 4 4 4 4 5 5 5 6 6 6 3 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 3 4 4 4 4 4 5 5 5 5 5 6 6 6 6 6 6 3 4 4 4 4 5 5 5 6 6 6 6 6

39、6 8 8 8 3 4 4 4 4 5 5 6 6 6 6 8 8 8 8 8 8 4 4 4 4 4 5 5 6 6 8 8 8 8 8 8 8 8 Laminated annealed glass EDGE 2 (mm) 300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

40、 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 5 5 5 5 5 5 5 6 6 6 6 6 6 8 8 8 8 5 5 5 5 5 5 5 6 6 6 8 8 8 8 8 8 8 5 5 5 5 5 5 6 6 6 8 8 8 8 8 8 8 8 Heat-strengthened glass EDGE 2 (mm) 300 600 900 1200 1500 1800 21

41、00 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 4 4 4 4 4 5 5 5 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 5 5 3 3 3 3 3 4 4 4 4 4 4 4 5 5 5 5 5 3 3 3 3 3

42、 4 4 4 5 5 5 5 5 5 5 5 5 3 3 3 3 3 4 4 5 5 5 5 5 5 6 6 6 6 3 3 3 3 4 4 4 5 5 5 6 6 6 6 6 6 6 Toughened glass EDGE 2 (mm) 300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4

43、 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 Accessed by TAFE QUEENSLAND INSTITUTES on 04 Jan 2007 The

44、 Standard is downloaded from Standard Sharing 9 AS 1288 Supp 12006 .au Standards Australia TABLE 2.4 GLASS THICKNESS CALCULATED FOR STRESS AT 0.9 kPa ULS WIND PRESSURE FOUR-EDGE SUPPORT EDGE 1 (mm) 300 600 900 1200 1500 1800 2100 2400 2700 3000 Monolithic annealed glass EDGE 2 (mm) 300 600 900 1200

45、 1500 1800 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 5 5 3 3 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 3 4 4 4 4 4 4 4 4 5 5 5 5 5 6 6 6 3 4 4 4 4 4 5 5 5 5 5 5 6 6 6 6 8 3 4 4 4 4 5 5 5 5 6 6 6 6 6 6

46、8 8 3 4 4 4 4 5 5 6 6 6 6 8 8 8 8 8 8 3 4 4 4 4 5 5 6 6 8 8 8 8 8 8 8 8 4 4 4 4 5 5 6 6 8 8 8 8 8 8 8 8 10 Laminated annealed glass EDGE 2 (mm) 300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

47、5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 8 5 5 5 5 5 5 5 5 6 6 6 6 6 6 8 8 8 5 5 5 5 5 5 5 6 6 6 8 8 8 8 8 8 8 5 5 5 5 5 5 6 6 6 8 8 8 8 8 8 8 8 5 5 5 5 5 5 6 6 8 8 8 8 8 8 8 10 10 Heat-strengthened glass EDGE 2 (

48、mm) 300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 5 5 3 3 3 3 3 3 3 3 4 4 4 4 4 5 5 5 5 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 6 3 3 3 3 3

49、4 4 4 4 5 5 5 5 5 5 5 5 3 3 3 3 3 4 4 5 5 5 5 5 5 5 6 6 6 3 3 3 3 4 4 4 5 5 5 6 6 6 6 6 6 6 3 3 3 3 4 4 5 5 5 6 6 6 6 6 6 8 8 Toughened glass EDGE 2 (mm) 300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4

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