BS 5412 Pt.1-1976 供水用金属排放旋塞性能规范.第1部分:尺寸和设计特性

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Product Code:SAE J2749
Title:High Strain Rate Tensile Testing of Polymers
Issuing Committee:Plastics Committee
Scope:1. AIMS AND SCOPE1.1 This recommended practice is a guideline for generating high strain rate tensile properties under defined conditionsof unreinforced and reinforced plastics used in the automotive industry. Several types of test specimens areidentified to suit different types of materials and test rates.1.2 This document is intended for strain rates between 10-3/s and 103/s. Test procedures for rates of 10-2/s and below;i.e., quasi-static conditions, are described in ASTM D 638 and ISO 527-1. The procedures in this document includequasi-static testing in order to provide a common test rate for both quasi-static and dynamic test programs. Thegeneral procedures listed in ASTM D 638 and ISO 527-1 should be followed when appropriate.1.3 The main purpose of this document is to determine the relative effects of increasing strain rate on the measuredmaterial properties. Data generated from these tests are comparative in nature. High rate tensile tests will notgenerate basic material properties as accurately as those generated by quasi-static tests.1.4 The scope of this document covers驴 Rigid and semi-rigid thermoplastic molding and extrusion materials, including filled and reinforced compounds inaddition to unfilled types, and驴 Rigid and semi-rigid thermoplastic sheets.Thermosetting materials, rigid cellular materials, and sandwich structures containing cellular material were not evaluatedas part of this document. However, the test procedures may be used as a general guideline for these materials. Thisdocument is not recommended for materials whose internal structure is on the scale of the gage width and length of theselected specimen configuration. Fiber-filled polymers may require additional testing using an alternate sample geometryto establish the effect of strain rate on the measured properties.

标准名称：	建筑结构隔震构造详图
发布日期：
实施日期：	2003-02-01
首发日期：
作废日期：
起草单位：	中国建筑科学研究院、中国建筑标准设计研究院
出版社：	中国建筑标准设计研究院
出版日期：	2003-02-01
页数：	平装16开，66页

用于在建筑结构与基础设置隔震层，隔离地震能量的房屋隔震设计与构造。

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目录(一) 1 目录(二) 2 总说明(一) 3 总说明(二) 4 隔震支座布置原则 5 框架结构隔震支座布置 6 框架中柱节点 7 框架边柱节点(边梁与柱对中) 8 框架角柱节点(边梁与柱对中) 9 框架边柱节点(边梁与柱不对中) 10 框架角柱节点(边梁与柱不对中) 11 砌体结构隔震支座布置平面 12 砌体结构隔震支座布置剖面 13 砌体结构中节点(一) 14 砌体结构中节点(二) 15 砌体结构中节点(三) 16 砌体结构中节点(四) 17 砌体结构中节点(五) 18 砌体结构中节点(六) 19 砌体结构边节点(一)(托墙梁与墙对中) 20 砌体结构边节点(二)(托墙梁与墙对中) 21 砌体结构边节点(三)(托墙梁与墙对中) 22 砌体结构边节点(四)(托墙梁与墙不对中) 23 砌体结构边节点(五)(托墙梁与墙不对中) 24 砌体结构边节点(六)(托墙梁与墙不对中) 25 砌体结构角节点(一)(托墙梁与墙对中) 26 砌体结构角节点(二)(托墙梁与墙不对中) 27 隔震支座置于地下室底板以下做法 28 组合隔震支座节点(一) 29 组合隔震支座节点(二) 30 地下室门窗隔震处理 31 卷帘门隔震处理 32 室外踏步节点 33 地下室坡道节点 34 室内楼梯节点(一) 35 室内楼梯节点(二) 36 室内楼梯节点(三) 37 其它踏步节点(一) 38 其它踏步节点(二) 39 车道入口平面(隔震支座置于地下室底板下) 40 隔震沟与雨水沟分开作法 41 隔震沟兼雨水沟作法、散水做法 42 悬挑梁隔震沟作法 43 悬挑梁隔震沟及排水沟做法 44 楼梯扶手、下人口、抗震墙下隔震支座布置 45 加腋托梁、不同标高、相邻建筑防震缝 46 隔震节点密封处理示意 47 隔震层以上有防震缝的结构 48 电梯井平面示意 49 悬挂式电梯井(无地下室) 50 悬挂式电梯井(有地下室) 51 支撑式电梯井(无地下室) 52 支撑式电梯井(有地下室) 53 悬挂式电梯井(一)(电梯下地下室) 54

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