摘要
根据具体工程设计实践和体会 ,注重结构概念设计。简要分析了温度收缩裂缝的基本特点 ,重点介绍了对超长混凝土结构如何有效设置后浇带及其它一些控制和抵抗温度收缩应力的具体设计措施。
Based upon personal design practice and understanding, and attaching importance to structural concept design, brief analysis on the fundamental characteristics of cracks caused by temperature and shrinkage jointly is presented in this paper. It further introduce some specific design measures on how to effectively arrange post-pouring belts as well as how to control and resist stress caused by temperature and shrinkage jointly. The design approaches is only for reference.
出处
《工业建筑》
CSCD
北大核心
2002年第6期57-59,共3页
Industrial Construction
关键词
防止
超长混凝土结构
温度
收缩裂缝
后浇带
设计
over-long concrete structure crack caused by temperature and shrinkage jointly post-pouring belt design measures
