摘要
根据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。
According to the engineering practice and experience, this paper briefly analyzes the basic characteristic of temperature shrinkage crack. It introduces how to effectively setting later casting zone in king sized concrete structure and some design measure to control temperature shrinkage stress.
出处
《林业科技情报》
2005年第2期16-17,共2页
Forestry Science and Technology Information
