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膨胀水泥配合比该怎么设计？

浏览：42次 | 提问时间： 08-07 02:54
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6个答案
来不及说对不起 08-07 02:55

你好，某高速公路一座桥梁，8*30米先简支后连续预应力桥，C50预制T梁，湿接缝为C50微膨胀水泥砼，求助湿接缝C50微膨胀水泥砼配合比怎样设计，可否采用预制T梁C50的配合比。1.M5水泥砂浆配合比　　   首先需要达到基本的施工水平。然后准备沙子等材料。这里的沙子含水率需要2.5%。水泥实际强度：32.5   MPa。配合比例：水泥：中砂

美丽致世界 08-07 03:03

1：5.23。水泥67.59Kg、中砂354Kg。(每立方米砖砌体中，需要M5水泥砂浆是0.238m3)　　   2.M7.5水泥砂浆配合比　　   一般准备条件同M5水泥砂浆配合比一样。水泥实际强度要求也是32.5   MPa   配合比例：水泥：中砂

现在的我很好 08-07 03:11

1：4.82。水泥77.31Kg;中砂373Kg。(每立方米砖砌体中，需要M7.5水泥砂浆是0.251m3)　　   3.M15水泥砂浆配合比　　   强度等级达到M15的水泥砂浆配合比有以下要求：原材料   水泥、中砂、河砂、水。每1㎡材料用量/kg   320   1450   310～330。   配合比例：水泥：中砂

一封情书 08-07 03:20

1：5.27。　　   4.M20水泥砂浆配合　　   强度等级达到M20的水泥砂浆配合比有以下要求：原材料:32.5级水泥、中砂、水。每1㎡材料用量/kg   360   1450   310～330。配合比例：水泥：中砂

时间海 08-07 03:28

1：4.03。

我不是学霸但却是情霸 08-07 03:37

①水泥混凝土最大水泥含量不能1m³超出500公斤，因为不是油多不坏菜，而是水泥越多，水化热过大，反而引起混凝土内部开裂，影响强度，于耐久性不利；②水灰比过大，影响混凝土强度，其原因是：当混凝土中水含量过高时，反而会引起混凝土的和易性差，也增大了混凝土的收缩徐变，对结构受力不利，尤其对预应力混凝土结构不利。提问者评价谢谢了

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