摘要
结合工程实例,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控制和抵抗温度收缩应力的具体设计和施工措施,以保证工程质量。
In this paper, combined with practical work, analyzes the base feature of temperature shrinkage crack, introduced particularly, how to set reinforcement cushion for super-long concrete structure and how to control and resist temperature shrinkage stress by other design or technical measures.
出处
《山西建筑》
2006年第22期146-148,共3页
Shanxi Architecture
关键词
超长混凝土结构
温度收缩裂缝
后浇带
super-long concrete structure, temperature shrinkage crack, reinforcement cushion
