摘要
根据实践 ,介绍了后浇带的留设位置、设计形式和施工方法。指出后浇带的位置应选在结构内力较小处 ,其断面形式应做成凹形或阶梯形 ,后浇带部分钢筋应该连续等 ,以期排除工程质量隐患。
According to author's experience, design position, design form and construction approach of the late poured band are in detail introduced in this paper. And author points out that position of the late poured band should be located in less internal force of the structure. At the same time, cross section form should be concave or step ladder and the reinforcement at the late poured band should also be continuous. Thus the hidden trouble for project quality may be removed.
出处
《山西建筑》
2002年第8期52-53,共2页
Shanxi Architecture
关键词
设计
施工
后浇带
浇筑
the later poured band, position, form, concrete