| 大体积混凝土温度裂缝控制的理论分析及其对策 |
| |
| 引用本文： | 孙林柱.大体积混凝土温度裂缝控制的理论分析及其对策[J].安徽理工大学学报(自然科学版),1999,19(4):23-27. |
| |
| 作者姓名： | 孙林柱 |
| |
| 作者单位： | 温州大学建筑工程系,浙江,温州,325027 |
| |
| 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。
|
| 关 键 词： | 大体积混凝土 温度 裂缝 控制 |
| 文章编号： | 1001-7038（1999）04-0023-05 |
| 修稿时间： | 1998-04-26 |
Theoretical analysis and preventive measures of the temperature joint control in mass concrete |
| |
| SUN Lin-zhu.Theoretical analysis and preventive measures of the temperature joint control in mass concrete[J].Journal of Anhui University of Science and Technology:Natural Science,1999,19(4):23-27. |
| |
| Authors: | SUN Lin-zhu |
| |
| Institution: | Wenzhou University |
| |
| Abstract: | 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. |
| |
| Keywords: | mass concrete temperature joint control |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
