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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Normally these are used with infill balustrades. Alternatively, the span B may be determined from the tables in AS Supp 1.

(澳大利亚玻璃规范)AS Glass in buildings Selection and installation_百度文库

The stability and robustness of the rebates shall be such that they are able to withstand the effects of wind and glass weight. Furniture glass, cabinet glass, vanities, glass basins, refrigeration units, internal glass fitments and internal wall mirrors not specifically covered by Section 5 see Note 2.

This Standard will be referenced in the Building Code of Australia ; thereby superseding AS —, which will be withdrawn in 12 months from the date of publication of this Standard.

Documents referenced az informative purposes are listed in Appendix H. Schools refers to primary and secondary education facilities. For determining the appropriate glass thickness for wind loading, see Clause 4.

The thickness shall be equal to the front and back clearance, to retain the glass firmly in the frame. Setting blocks shall be located to equally support all panes of glass, and shall be fixed to prevent displacement during installation and service. Partly framed glazing where the top edge is 1. AS — revised and redesignated AS A designed clearance of not less than 3 mm shall be allowed between the top of the door and the bottom of the transom for assemblies up to 5 m high with not less than 1 mm additional clearance for every 3 m or part thereof that the height of the assembly exceeds 5 m.


Glass or plastics glazing sheet material for installation into a building. It was approved on behalf of the Council of Standards Australia on 28 November Thus, the stresses that can occur at the glass edges under these restraint conditions were taken into account in the development of the design charts.

A For 3 mm and 4 mm annealed glass, the maximum area shall not exceed 0. The design wind pressures have been calculated on the basis of generalized assumptions.

Glass shall be installed in accordance with Section 8. Permanent, imposed and other actions Part 2: The Building Code of Australia BCA sets the importance levels and annual probability of exceedance for wind, snow and earthquake actions applicable to buildings and structures.

AS 1288 Glass in Buildings – Selection and Installation – Western Australia

With these factors in mind, changes were made that have resulted in the introduction of increased areas of safety glass and the reduction of areas of ordinary glass in locations where accidents are known 128 occur at greater frequency. Doors of all operational types are included, e.

The Standard to which the safety glass has been tested, e. However, the location of the glass within the building may require additional considerations, such as human impact, which may impose either a minimum glass thickness above the basic calculation of this Section or a provision for a specific glass type or both see Clause 1.


As the required span is mm, then 4 mm toughened glass cannot be used for this size and design pressure and, therefore, it is necessary to repeat the process on the next chart for thicker glass. The multipliers and factors used are as follows: An example of unframed glass side panel without exposed edges would be flat or curved panels silicone butt-jointed and the assembled panels contained in a perimeter frame.

During assembly, care shall be exercised at all fixing points, and fibre bushes and gaskets shall be used to ensure that there is no glass-to-glass or glass-to-metal contact.

For rectangular glass panels having aspect ratio greater than 5, the two-edge support line shall be used. Your glass component must be installed and maintained in accordance with this standard.

The design calculations shall be based on the actual glass thickness or, if that is not known, the minimum thickness of the range for the standard nominal thickness. To determine the glass thickness required to resist the design point live loads, Tables 6. Any loading applied to the glass facade is transferred to the fin and then to the top and bottom fin shoes by way of 1828 reaction load.

For IGUs, apply the point load separately to the uppermost pane. The maximum areas specified in this Section may be multiplied by 1. Extruded rubber material with 55—65 shore-A hardness is recommended.