摘要
分析了大体积混凝土温度裂缝原因,提出在施工实践中采取优化配合比、控制混凝土入仓温度、优化施工方案等温控措施,以预防和控制温度裂缝的产生,提高混凝土的质量。
In this paper, the author analyzed temperature fissure of mass concrete, proposed some temperature control measures such as taking optimal mixture ratio, controlling warehousing temperature of concrete, optimizing construction plan to prevent and control temperature fissure and to improve the quality of concrete.
出处
《太原科技》
2010年第1期64-66,共3页
Taiyuan Science and Technology
关键词
大体积混凝土
温度裂缝
控制措施
mass concrete
temperature fissure
control measure
