摘要
介绍了太钢1800m3高炉基础施工方法,着重对大体积混凝土基础施工的难点进行了探讨,提出了避免大体积混凝土浇注后出现裂缝的有效措施。
This paper introduces the construction technique for 1 800 m^3 blast furnace foundation, probes emphatically into the difficulties in the construction of mass concrete foundation, and puts forward some effective measures for avoiding the occurrence of the cracks on the mass concrete after the concrete pouring.
出处
《科技情报开发与经济》
2008年第17期203-204,共2页
Sci-Tech Information Development & Economy
关键词
大体积混凝土
基础工程
裂缝控制
内应力
mass concrete
foundation engineering
crack control
internal stress
