摘要
对大体积混凝土产生温度裂缝的原因进行了分析,从降低混凝土浇筑温度、降低水泥水化热引起的绝热温升、加强混凝土养护几方面,详细阐述了温度控制措施,以提高大体积混凝土的质量。
It analyzes the reasons of temperature joint in mass concrete, illustrates temperature control measure from lowering concrete depositing temperature, lowering adiabatic temperature caused by cement hydration heat, and strengthening concrete maintenance, which to improve the quality of mass concrete.
出处
《山西建筑》
2006年第10期112-113,共2页
Shanxi Architecture
关键词
大体积混凝土
温度裂缝
施工
工程质量
mass concrete, temperature joint, construction, construction quality
