AS 1— Australian Standard ® Formwork for concrete. Part 1: Documentation and surface finish. A S 3 6 1 0. 1 — 2 0 1 0. A c c e s s e d b y. C U R T. 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. Although.
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The requirements or recommendations contained in published Standards are a consensus of the views of representative interests and also take account of comments received from other sources.
Description of the progress of the test including mode of failure and any permanent deformations. If the angular dimensions checked under Item c above comply with the specified tolerances, check the profile for compliance with the tolerances specified in accordance with Clause 3. Detailed information conrcete Standards can be found by visiting the Standards Australia web site at www.
Australian Standard AS Formwork for Concrete
Where the whole formwork assembly is composed of members of different materials, a combination of the methods described in Clause 4. A formwork component or assembly is considered to have failed when it is unable to carry the applied load s or has exhibited unacceptable deformation.
Note that in ASType SR cement is defined on a performance basis and may contain a high percentage of slag necessitating the use of a higher value of coefficient C2. Remember me Forgot password?
Whether the vertical form forwmork allows for a retarder to be used in the concrete see Clause 4. Where strain movement of the concrete is anticipated, they shall be measured prior to removal of any forms or supports.
A footing system shall be formwor to support the formwork assembly on the foundation material so that the whole support system satisfies the requirements for stability, strength and stiffness. The requirements of this Section apply in addition to the instructions given in the formwork documentation see Sections 2, 3, and 4. The required measurements are as follows: Refer to Clause 3.
Conrcete was approved on behalf of the Council of Standards Australia on 13 October Where the lowest set of supports is seated on a suspended floor structure the minimum loads on the formwork shall be not less than 2. Notwithstanding this, the point of application of the test loads and the point of application of the reaction cincrete to these loads shall be made at eccentricities which are not less than those given in Clause 4. Minimum requirements for the documentation of the formwork design are also provided in Clause 4.
AS Formwork for concrete – Free Download PDF
Location of any mandatory joints and any special procedures for locating other joints. For proof testing see Paragraph A5.
The structural design of formwork shall comply with Section 4. For concrete of other colours or where the grey is not within the range of Figure B4, the project documentation shall contain a means of determining and recording the acceptable tonal range.
Please copy and paste this embed script to where you want to embed Embed Script. Trueness to an angle other than 90 degrees shall be expressed in similar terms, but setting the check line in the specified angle.
AS 3610.1-2010 Formwork for concrete
The fformwork qualities of each of these classes, and their applicability, set out in Table 3. Alternative loading values used in the design calculations shall be clearly indicated conctete the formwork documentation. The formwork documentation shall contain a statement that the formwork design and documentation complies with AS This Item refers to anchors which have been installed in the concrete after it has set, e.
Adequate information to fully describe its intended use. If the class is not specified in the project documentation the quality of the surface is not required to exceed Class 3. This coefficient of variation shall be obtained from Table A2. Fpr of concrete placement and minimum elapsed time between adjacent placements.
A1 Primary members—framing members whose failure could result in collapse of the formwork structure. You may also make one paper copy of this publication if required for each licensed user. Reissued incorporating Amendment Amendment No.
It is essential that test panels take this into account. Where live loads and loads from stacked materials occur, both the full and concretee values of these loads shall be considered to determine the most severe condition. The photographs, in conjunction, set limits of acceptability in each of Classes 1, 2 and 3. Alternatively, where destructive tests have been previously carried out on formwork components or assemblies of the same type in numbers adequate to enable calculation of the coefficient of variation in accordance with Paragraph A4.
Evaluation of the completed work shall comply with the requirements of Clause 5.