摘要
结合花山3号大桥承台的施工,分析桥梁结构中大体积混凝土温度裂缝产生的原因,并提出了控制措施。
Based on the construction of platform for No.3 bridge at Huashan,the causes reason of temperature crack for mass concrete in bridge are researched,and corresponding control measures are put forward.
出处
《施工技术》
CAS
北大核心
2011年第S2期202-204,共3页
Construction Technology
关键词
桥梁
大体积混凝土
温度裂缝控制
施工工艺
bridge
mass concrete
temperature crack control
construction process
