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道路混凝土配合比设计该怎么做

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道路混凝土配合比设计该怎么做

浏览：62次 | 提问时间： 08-03 08:15

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6个答案

给你快乐 08-03 08:16

以下这个比较简单   希望可以理解   但不可直接用于生产仅作为参考就好例：且实测混凝土拌合物的表观密度为2400kg/m³,（也就是每立方的总重量）水泥：42.5         砂：二区中砂         石：卵石5-31.5         外加剂：萘系            以下试计算施工配合比   标号：c25根据外加剂减水率假定用水量W

深海照不进暖阳卐 08-03 08:24

215kg/m³水胶比：0.60      水泥用量：215/0.60

遗莣ヤ 08-03 08:32

358kg表观密度：2400kg砂率：35%砂、石总量：2400-215-358

是久伴不深爱 08-03 08:41

1827kg砂：1827*35%

你已谎话成瘾叫我如何深信 08-03 08:49

640kg石：1827-640

海是倒过来的天 08-03 08:57

1187kg   (单掺）外加剂：掺量为2.4%         358*2.4%

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