摘要
富华金宝中心写字楼的楼、屋盖均采用现浇无粘结预应力混凝土空心楼盖结构,解决了建筑净高不足的问题。详细介绍了楼盖方案选择与结构布置、空心楼盖设计计算方法以及设计中需要注意的问题等,使读者对现浇无粘结预应力混凝土空心楼盖的结构设计有较为全面的了解。
The cast-in-situ concrete hollow floor structure prestressed with unbonded tendons is used in the office building of Fuwah Jinbao center,thereby the need of net storey height is fully satisfied.The floor scheme and structural arrangements of this buiding,the design & calculating method of concrete hollow floor structure and the problems need to pay attention to in design are presented in detail.
出处
《建筑结构》
CSCD
北大核心
2006年第S1期224-226,共3页
Building Structure
关键词
结构设计
无粘结预应力
混凝土空心楼盖
大跨度楼盖
structural design
prestressed with unbonded tendons
concrete hollow floor
large span floor