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[公路] 水运工程混凝土质量控制标准》(JTJ 269—96) [复制链接]

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3、《水运工程混凝土质量控制标准》(JTJ 269—96)¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
311* 混凝土拌合物质量指标的检验应符合下列规定:¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
(1)各种混凝土拌合物均检验其稠度;¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
(2)有抗冻要求的混凝土拌合物检验其含气量;¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
(3)流动性和大流动性混凝土拌合物检验其稠度损失;¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
(4)根据需要检验混凝土拌合物的均匀性;¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
(5)有温度控制要求的混凝土拌合物,检测其温度。¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
321 混凝土的强度等级应按立方体抗压强度标准值fcuk(Nmm2)划分,其分级如表321¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
混凝土强度等级¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
321¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@

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注:立方体抗压强度标准值系指按标准方法制作和养护的边长为150mm的立方体试件,在28d龄期,用标准试验方法测得的抗压强度总体分布中的一个值,强度低于该值的百分率不超过5%。 ¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
332 海水环境混凝土在建筑物上部位的划分应符合表332的规定。¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
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322¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@

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    ②对掩护条件良好的建筑物,其浪溅区上限可适当调低。¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
333 淡水环境混凝土在建筑物上部位的划分,应符合表333的规定¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
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注:水上区也可按历年平均最高水位以上划分。¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
335 海水环境钢筋混凝土的保护层最小厚度应符合表335的规定。¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
海水环境钢筋混凝土保护层最小厚度(mm) 335¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@

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 注:①混凝土保护层厚度系指主筋表面与混凝土表面的最小距离;¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
    ②表中数值系箍筋直径为6mm时主钢筋的保护层厚度,当箍筋直径超过6mm时,保护层厚度应按表中规定增加5mm¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
    ③位于浪溅区的码头面板、桩等细薄构件的混凝土保护层,南、北方一律取用50mm¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
    ④南方指历年最冷月月平均气温大于0℃的地区。¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
336* 海水环境预应力混凝土的保护层最小厚度应符合下列规定。¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
3361* 当构件厚度为05m以上时应符合表336的规定。¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
海水环境预应力筋的混凝土保护层最小厚度值(mm) 336¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@

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注:构件厚度系指规定保护层最小厚度的方向上的构件尺寸;¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
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制作构件时,如采取特殊工艺或专门防腐措施,应经充分技术论证,对钢筋的防腐蚀作用确有保证时,保护层厚度方可不受上述规定的限制;¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
永存应力小于400Nmm2的预应力筋的保护层厚度,按本标准表335执行。¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
3362* 当构件厚度小于05m时,预应力筋的混凝土保护层最小厚度应为25倍预应力筋直径,但不得小于50mm¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
337* 淡水环境受力钢筋的混凝土保护层最小厚度应符合表337的规定。¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@
淡水环境主筋混凝土保护层最小厚度(mm) 337¼³ˆÇ¡—ÂZ"bbs.3c3t.com7Þñ í8$+@

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