摘要
大体积混凝土出现超时缓凝事故十分罕见。本文结合工程实例,介绍了桥梁承台大体积混凝土超时缓凝事故的分析与处理全过程,包括现象调查、原因分析与问题处理,为今后类似工程提供参考经验。
Combined with practical work,this paper introduced the process of treatment and analysis on overtime retarding of massive concrete in bridge cushion cap,which included phenomenon investigation,cause analysis and problem treatment.That gave a reference to the similar projects in the future.
出处
《商品混凝土》
2012年第6期60-61,66,共3页
Ready-Mixed Concrete
关键词
桥梁
大体积混凝土
超时缓凝
分析
处理
bridge
massive concrete
overtime retarding
analysis
treatment