摘要
对大体积钢筋混凝土固化过程中,由于水泥水化热形成的温度场所造成的温差裂缝的产生和发展进行了分析。从减小温差裂缝影响的角度出发,提出了各种控制裂缝产生的措施。
In the present paper, the production and evolution of the thermal-gradient-induced cracks in massive concrete were discussed. In order to minimize the influence of these cracks on the concrete structure, some relevant methods for crack-controlling were presented.
出处
《山西建筑》
2006年第10期158-159,共2页
Shanxi Architecture
关键词
钢筋混凝土
裂缝
温差
reinforced concrete, crack, range of temperature