现浇钢筋混凝土空心无梁楼盖的特性与研究  

Characteristics and research progress of cast-in-site reinforced concrete hollow section shaped floor without beam

作　　者：申云安 申星煜[2] 

机构地区：[1]山西创新工程设计研究院 [2]燕山大学建筑工程与力学学院

出　　处：《山西建筑》2007年第8期72-74,共3页Shanxi Architecture

摘　　要：介绍了目前我国对现浇钢筋混凝土空心楼盖的研究状况,阐述了其设计原理,并对单向板、双向板的设计计算方法进行了分析,论述了其构造要求、施工工艺流程及施工要求,为现浇钢筋混凝土空心楼板在现代建筑中的应用与推广奠定了理论基础。Present research situations of cast-in-site reinforced concrete hollow section shaped floor without beam in our country are introduced as well as its design principle.Further introduction is made for design calculation of one-way and two-way concrete slab.Construction requirements,technical process and construction requirements are discussed,which provide good theoretical references for its application in modern architecture.

关 键 词：现浇钢筋混凝土 无梁楼盖 单向板 双向板 

分 类 号：TU375.1[建筑科学—结构工程]