首页 馆藏资源 舆情信息 标准服务 科研活动 关于我们
现行 ASTM E1592-05(2017)
到馆提醒
收藏跟踪
购买正版
Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference 通过均匀静压气压差对钣金屋面和侧板系统进行结构性能的标准试验方法
发布日期: 2017-10-01
1.1 本试验方法包括使用试验室或支撑表面在均匀静态气压差下评估屋顶或壁板系统的金属板和锚到板附件的结构性能。 1.2 本试验方法的规定适用于厚度在0.012至0.050-in范围内的立缝、梯形、带肋或波纹金属板。(0.3至1.3-mm),并适用于评估施加在单层结构或多层结构的一个金属板层上的均匀压力。它们不包括用于确定复合或多层结构中可能出现的荷载分担的试样结构要求,例如: (1) 木质护套上的金属覆层;或 (2) 夹在波纹或成型金属板之间的现场绝缘组件。 1.3 正确使用本试验方法需要了解压力和挠度测量原理。 1.4 本试验方法描述了用于评估给定系统在一系列支撑间距下的结构性能或用于确认特定装置的结构性能的可选仪器和程序。 1.5 以英寸-磅为单位的数值应视为标准值。括号中给出的值是到国际单位制的数学转换,仅供参考,不被视为标准值。 1.6 本标准的文本引用了注释和脚注,不包括表格和图表的注释和脚注。 这些注释和脚注提供了解释性材料,不应视为本标准的要求。 1.7 本标准并非旨在解决与其使用相关的所有安全问题(如有)。本标准的用户有责任在使用前制定适当的安全、健康和环境实践,并确定监管限制的适用性。 有关具体的预防说明,请参阅第节 7. . 1.8 本国际标准是根据世界贸易组织技术性贸易壁垒(TBT)委员会发布的《关于制定国际标准、指南和建议的原则的决定》中确立的国际公认标准化原则制定的。 ====意义和用途====== 5.1 本试验方法提供了一个标准程序,用于评估或确认均匀静态空气压差下的结构性能。本程序旨在表示均匀荷载对外部建筑表面构件的影响。 5.2 也可以通过在不同跨度的测试结果之间插值来开发荷载跨度表的数据。 注1: 当应用测试结果通过应用安全系数来确定允许的设计荷载时,请记住,墙或屋顶及其组件或两者的性能可能是制造、安装和调整的函数。试样必须紧密代表实际结构。在使用中,性能也可能取决于支撑结构的刚度以及部件对各种原因引起的劣化、振动、热膨胀和收缩等的抵抗力。
1.1 This test method covers the evaluation of the structural performance of sheet metal panels and anchor-to-panel attachments for roof or siding systems under uniform static air pressure differences using a test chamber or support surface. 1.2 The provisions of this test method are applicable to standing seam, trapezoidal, ribbed, or corrugated metal panels in the range of thickness from 0.012 to 0.050-in. (0.3 to 1.3-mm) and apply to the evaluation of uniform pressure applied to single-skin construction or one sheet metal layer of multiple-skin construction. They do not cover requirements for the construction of a specimen to determine the load sharing that can occur with either composite or multiple-layer construction such as: (1) metal cladding over wood sheathing; or (2) field assemblies of insulation sandwiched between corrugated or formed metal panels. 1.3 Proper use of this test method requires knowledge of the principles of pressure and deflection measurement. 1.4 This test method describes optional apparatus and procedures for use in evaluating the structural performance of a given system for a range of support spacings or for confirming the structural performance of a specific installation. 1.5 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.6 The text of this standard references notes and footnotes exclusive of those for tables and figures. These notes and footnotes provide explanatory material and shall not be considered as requirements of the standard. 1.7 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. For specific precautionary statements, see Section 7 . 1.8 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee. ====== Significance And Use ====== 5.1 This test method provides a standard procedure to evaluate or confirm structural performance under uniform static air pressure difference. This procedure is intended to represent the effects of uniform loads on exterior building surface elements. 5.2 It is also permissible to develop data for load-span tables by interpolating between the test results at different spans. Note 1: When applying the results of tests to determine allowable design loads by application of a factor of safety, bear in mind that the performance of a wall or roof and its components, or both, can be a function of fabrication, installation, and adjustment. The specimen must represent the actual structure closely. In service, the performance can also depend on the rigidity of supporting construction and on the resistance of components to deterioration by various causes, to vibration, to thermal expansion and contraction, and so forth.
分类信息
关联关系
研制信息
归口单位: E06.57
相似标准/计划/法规