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Standard Test Method for In Situ Compressive Stress Within Solid Unit Masonry Estimated Using Flatjack Measurements 在实体单元砌体中的原位压应力的标准测试方法使用平缝测量进行估计
发布日期: 2020-12-15
1.1 本试验方法包括测定现有无钢筋实心砌块砌体中的平均压应力(见 注1 ). 本试验方法涉及使用安装在砌体墙中的切割砂浆接缝中的薄、囊状扁平千斤顶装置测量现有砌体中的现场压应力。该试验方法提供了一种相对无损的方法来确定现场的砌体性能。 注1: 实心砌块是指净面积等于或大于75的石头、混凝土或粘土砌块 % 总面积的。 1.2 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。 1.3 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。 1.4 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 应力作为压力施加在千斤顶区域上。对于多夹层砌体,仅在插入千斤顶的夹层中估计应力。其他wythes中的应力可能不同。
1.1 This test method covers the determination of the average compressive stress in existing unreinforced solid-unit masonry (see Note 1 ). This test method concerns the measurement of in-situ compressive stress in existing masonry by use of thin, bladder-like flatjack devices that are installed in cut mortar joints in the masonry wall. This test method provides a relatively non-destructive means of determining masonry properties in place. Note 1: Solid-unit masonry is that built with stone, concrete, or clay units whose net area is equal to or greater than 75 % of the gross area. 1.2 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. 1.3 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. 1.4 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 Stress is applied as pressure over the area of the flatjack. In the case of multi-wythe masonry, stress is estimated only in the wythe in which the flatjack is inserted. Stress in other wythes may be different.
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归口单位: C15.04
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