摘要
结合工程概况,分析了混凝土产生温度裂缝的原因,介绍了京广铁路改造工程孝子店1号特大桥大体积混凝土浇筑的温度控制及防裂措施,以提高大体积混凝土结构的整体性和耐久性。
Combined with practical engineering, the author analyzes the causes of temperature crack occurred in concrete, introduces temperature control and anti-cracking measures of massive concrete grouting in Xiaozidian 1# grand bridge of Jing-Guang railway reconstruction, in order to increase integrity and durability of massive concrete structure.
出处
《山西建筑》
2007年第30期173-174,共2页
Shanxi Architecture
关键词
大体积混凝土
温度裂缝
防裂措施
massive concrete, temperature crack, anti-cracking measure