摘要
对后浇带的设置原理及后浇带的形式、设置间距、留设时间、设置宽度和后浇带处钢筋处理进行了总结分析,指出在超长钢筋混凝土结构中,通过设置后浇带,释放混凝土结构的部分收缩应力,以达到控制裂缝的目的。
The paper sums up the setting of the post-poured band,the form,the spacing,the time,the width and the treatment of the reinforced concrete of the band,and points out the controlling of the cracks can be achieved by setting the post-poured band,and releasing the partial shrinkage stress of the concrete structure in the super-long reinforced concrete structure.
出处
《山西建筑》
2010年第1期97-98,共2页
Shanxi Architecture
关键词
超长混凝土结构
后浇带
收缩应力
裂缝
super-long concrete structure
post-poured band
shrinkage stress
crack
