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2、.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k
3、=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p
4、 s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?
5、_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p 【简单96】QQ1563033835【简单96】QQ1563033835ICS 91.100.30 Q 14中华人民共和国国家标准GB/T 3 6 9 1 2 0 0 8代替 GB/T 3 6 9 1 3 6 9 2 1 9 8 3钢丝网水泥板力学性能试验方法Mechanical properties testing method of steel wool cement tile2 0 0 8-0 7-3 0 发布_ _ _ _ _ _ _ _ _ _ _ _ _
6、 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 0 0 9-0 3-0 1 实施中华人民共和国国家质量监督检验检疫总局吳 中 国 国 家 标 准 化 管 理 委 员 会&$更多精品资源关注微信公众号：g cs z h i k uh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v
7、p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j
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9、1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh
10、 t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p 【简单96】QQ1563033835【简单96】QQ1563033835GB/T 36912008前.in1 m m.i2 规范性引用文件.
11、13术 语 和 定 义.14试件形状与尺寸.25试 件 制 作.36试验设备、装置与仪表.31试 验 方 法.38试验报告.1 0附录A(规范性附录）试验用主要设备、仪 表.1 1附 录B(资料性附录）试 验 装 置.1 2附 录C (规范性附录）测定抗弯刚度时预加荷载值的计算.1 4附录D (资料性附录）受弯试验试件变形均匀性调节与控制方法.1 5附录E (规范性附录）轴心受拉弹性模量预加荷载值的计算.1 6I更多精品资源关注微信公众号：g cs z h i k uh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q
12、q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&
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14、p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/
15、?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p Rr Fh t t p s:/j q.q q.co m/?_w v=1027&k=52v p
16、 【简单96】QQ1563033835【简单96】QQ1563033835GB/T 36912008前 言本标准代替GB/T 3 6 9 1 1 9 8 3 钢丝网水泥板受弯试验方法、GB/T 3 6 9 2 1 9 8 3 钢丝网水泥板轴 心受拉试验方法h本标准与GB/T 3 6 9 1 1 9 8 3,GB/T 3 6 9 2 1 9 8 3相比，主要变化如下：增加了规范性引用文件；增加了钢丝网水泥板及试验项目名称的术语和定义；明确了试验用仪器设备型号、精确度和分度值；-一一采用目前我国规定的法定计量单位；取消了原GB/T 3 6 9 2 1 9 8 3附 录B。本标准附录A、附录C、附 录E为规范性附录，附录B、附录D为资料性附录。本标准由中国建筑材料联合会提出。本标准由全国水泥制品标准化技术委员会归口。本标准负责起草单位苏州混凝土水泥制品研究院a本标准主要起草人:冯立平、吴楠峰、吴昌旭、王希哲、谢雪英、陈惠珍.本标准委托苏州混凝土水泥制品研究院负责解释。本标准所代替标准的历次版本发布情况为：-GB/T 3 6 9 1 1 9 8 3；GB/T 3 6 9 2 1 9 8 3。更