摘要
分析了大体积混凝土裂缝产生的原因,介绍了施工时避免温度裂缝的控制措施,提出施工前应采取相应的技术措施来降低混凝土内部与表面的温差,以减小总温差,确保大体积混凝土质量,从而取得良好的经济效益。
This paper analyzes the reasons caused the cracks of mass concrete as well as the measures for temperature crack control. Author points out in order to ensure construction quality of mass concrete corresponding technical measures are suggested be applied to reduced temperature differences between interior and exterior before construction, which acquired good economic benefits.
出处
《山西建筑》
2005年第8期96-96,共1页
Shanxi Architecture
关键词
大体积混凝土
裂缝
温差
mass concrete, crack, temperature difference
