摘要
结合具体工程的裂纹调查情况,分析了薄壁式混凝土桥台台身裂纹的产生原因,从混凝土配合比、养护、入模温度三方面介绍了避免温度收缩裂纹的技术措施,并总结了施工经验。
Combined with investigation of specific engineering, it analyzes causes of cracks of thin concrete pier, introduces technical measures to avoid temperature shrinkage crack from proportion of concrete、maintenance and entering temperature, and summarizes construction experiences.
出处
《山西建筑》
2006年第13期122-123,共2页
Shanxi Architecture
关键词
混凝土台身
温度裂纹
入模温度
concrete pier, temperature crack, model temperature