摘要
针对现浇钢筋混凝土空心板无梁楼盖进行了简要介绍,阐述了空心板无梁楼盖的受力机理,通过其受力分析,指出现浇混凝土空心楼板受力性能符合双向板受力理论,应根据受力情况合理确定配筋方式,并在柱帽设计时进行受剪计算。
This paper briefly introduces the cast-in-situ reinforced concrete hollow girderless floors, and describes the force mechanism of the hollow girderless floor, and then points out that the force property of cast-in-situ concrete hollow floors conforms to the two-way slab force theory, and the reinforcement method should be determined according the force condition, and the shearing calculation should be done in the prop cap design process.
出处
《山西建筑》
2011年第24期43-44,共2页
Shanxi Architecture
关键词
空心板无梁楼盖
受力机理
配筋方式
柱帽
hollow girderless floor, force mechanism, reinforcement method, prop cap