AS 1— Australian Standard ® Formwork for concrete. Part 1: Documentation and surface finish.

Also been some significant formwork failures and loss of life. Currently, the requirements for formwork design and testing, set out in Section 4 and Appendix A of AS 3610-1995, were developed in the late 1980s. Although all the other information in AS 3610-1995 has been updated and superseded by AS 3610.1-2010, there are no.

A c c e s s e d b y. Formwork includes the forms on or within which the concrete is poured and the frames. Formwork should comply with AS Formwork. This paper discusses the relevance of a revised draft of Australian Standard AS Formwork for Concrete to the New Zealand situation. Author: Brabar Taunos Country: Niger Language: English (Spanish) Genre: Marketing Published (Last): 24 January 2010 Pages: 464 PDF File Size: 15.42 Mb ePub File Size: 16.48 Mb ISBN: 580-3-24702-508-9 Downloads: 8823 Price: Free* [ *Free Regsitration Required] Uploader: Scaffold 3160 and fittings Scaffold tubes and fittings forming part of formwork assemblies shall comply with this Standard and the statutory requirements applicable where the component is to be used. Remember me Forgot password? The following requirements shall apply to the identification of materials: They reflect the latest scientific and industry experience.

The readings shall be used for evaluating any relative variations in the surface flatness or line of the element. This term includes undisturbed supports and equipment for backpropping and reshoring. OPT Optional—these are matters which may be included in the project documents.

Where required, location of weep holes, vibrator holes, clean-out holes and inspection openings. The following are represented on Committee BD Profile factors may affect measurement of previous tolerances.

Any precautions to be observed in its use. When standard beam or cylinder tests are used to determine stripping times, test specimens shall be cured under conditions which are not more favourable than the most unfavourable conditions for the portions of the concrete which the test specimens represent. Where the opposite faces are of different classes then the face with the higher quality shall take precedence in the checking. Published on 23 January The structural design of formwork shall comply with Section 4. Plywood in Concrete Formwork Details on designing formwork for concrete structures. Details of test panels. The physical qualities of each of these classes, and their applicability, shall be as specified in Table 3.