摘要
分析了两本规范提供的裂缝宽度计算公式存在的差别，并通过算例表明两个裂缝宽度计算公式计算的结果相差明显，《给水排水工程构筑物结构设计规范》在验算贮水或水处理构筑物、地下构筑物等处于液压下的结构构件裂缝宽度较合理。
The differences are analysed between two structural design codes＇ formulas of （：rack width. The calculation results of an example show a visible discrepancy in the two formulas, and structural design code for special structures of water supply and waste water engineering is more reasonable than code design of concrete structures when calculating crack width of special structures of water store engineering.
出处
《建筑技术开发》
2006年第6期6-6,36,共2页
Building Technology Development
关键词
裂缝
混凝土
结构
水池
Crack
Concrete
Structure
Water tank
