Let us explain The principal function of the Australian and New Zealand Standard , primarily a construction standard, is to enable the general public to be. You will be required to comply with this standard if you intend to construct a flexible annexe which has a glass component. Your glass component must be. NZS Superseding NZS This revision is an advancement on AS section 5 (criteria for human impact).
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In situations where access is restricted to one side of the unit, ns only the accessible side shall comply with the requirements of this Section without the application of the 1. Patent and other proprietary systems are not described in this Section. A high or medium modulus structural silicone with a minimum ultimate limit stress of 0.
The maximum spans given in Tables 6. Description You will be required to comply with this standard if you intend to construct a flexible annexe which has a glass component. Glass shall be installed in accordance with Section 8. The design moment for a particular structural situation must not exceed the critical elastic buckling moment MCR divided by a factor of safety of 1.
Exposed edges shall have sharp edges removed. When safety glass is installed on only one face, identification will be necessary to ensure the unit is glazed with the safety glass to the accessible face. The ultimate limit state design wind pressure shall be not greater than 1. The depth of the joint is known as the glue line and is normally 6 mm. Accordingly, the possibility of spontaneous fracture should be taken into account when toughened glass is used.
The glazing is opaque, patterned, or a leadlight. The silicone acts as both a structural bond and a weather seal. For annealed and annealed decorated glass panels in doors the following applies: All edges shall be mitred to provide a uniform silicone joint.
A For 3 mm and 4 mm annealed glass, the maximum area shall not exceed 0. At least one glazing bar shall be located with its upper edge not less than mm, and its bottom edge not more than mm above the floor level. New section on installation requirements for glass. For further information on shower screen installation, see Appendix D. Retirement villages, nursing homes, and aged care facilities.
Where reference is made to floor or ground level this shall mean the highest abutting finished floor or ground level. Marking may be by either a label of a type that cannot be removed and reused or a permanent mark on the glass surface. Balustrade infill panels are not required to resist line loads along their top edge as the handrail provides this resistance.
Unless known, minimum glass thickness, as per Clause 3. All sloped overhead glazing shall be Grade A laminated safety glass. Type b applies to non-setting glazing compounds, plastic glazing compounds, two-part rubberizing compounds, sealants and preformed strip materials. 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.
You must adhere to the latest version of this standard. Appendix A gives a simplified method for determining ultimate and serviceability limit state design wind pressures. The following are specific requirements or exceptions: The fins shall be attached to the facade glass by patch fittings, and shall be attached to the building structure in such a way as to provide the facade with support against wind loads.
Buckling checks shall be carried out for all glass fins. Based on total glass thickness only interlayer thickness not included and should be added.
The buckling restraints must prevent rotation of the beam about the z -axis. A flexible annexe is not to be attached to a park home. The requirements for the glazing of doors are the same for residential and non-residential use. The next nzz glass thickness available to accommodate the calculated bite thickness of silicone shall be used. When using Tables 6.
AS 1288 Glass in Buildings – Selection and Installation – Western Australia
This Table applies to symmetrical and nonsymmetrical glass. Given the ultimate limit state design wind pressure P hzsheight H and the width W sa, the depth of the fin shall be calculated using the following equation: Your licence is a 1 user personal user licence and the publication may not be stored, transferred or otherwise distributed on a network.
Setting blocks shall not be used under the edge in this application although spacer pieces to centre the glass in the rebate shall be used. However, consideration should always be given to the brittle nature of glass and the consequences of its breakage. Permanent, imposed and other actions Part 2: Each panel shall be marked with the minimum requirements listed in Clause 5.
Maximum area m 2 1. A non-hardening sealant, plastic, or neoprene rubber or propriety glazing system shall be used. All necessary cutting, drilling, notching, and edge-working shall be nze out to correct dimensions prior ss heat treatment. Where leadlight is protected by safety glass, no area restriction applies to the individual pieces.
(澳大利亚玻璃规范)AS Glass in buildings Selection and installation_百度文库
Where the highest part of the glazing is less than nz. The criteria and limitations used in developing the appropriate design wind pressures applicable to Table A2 are provided in Table A1. Stairways include stairwells, landings and porches. Grade A toughened safety glass with a minimum thickness of 5 mm may be used for a maximum area not exceeding 2.