摘要
依据温度裂缝控制的要求，对大体积混凝土内部温度、由温度引起的温度应力以及最大伸缩缝间距进行了理论分析，给出了控制裂缝的主要措施，为高层建筑基础大体积混凝土施工提供重要的指导作用。
In this paper, on the basis of requirements of temperature joint control the theoretical analysis have been made about the internal temperature and temperature stress caused by temperature and maximum length of expansion joint in the mass concrete. The main measures for controlling temperature joint are put forward. An important guiding role is provided for the mass concrete foundation construction of high rise building.
出处
《淮南工业学院学报》
CAS
1999年第4期23-27,共5页
Journal of Huainan Institute of Technology(Natural Science)
