摘要
某大型公共建筑跨度大,层高低,为保证房屋的净空高度,采用预应力弧形楼板。详细介绍了预应力设计依据和计算方法,并且通过构造配筋解决了混凝土板的拉应力。
One large public building has large span and low storey height.For assuring dear height of building,prestressed arc floor is adopted.The authors show design base and calculation method of prestress.Setting constructional reinforcement can solve tensile stress of concrete floor.
出处
《施工技术》
CAS
北大核心
2009年第S1期33-35,共3页
Construction Technology
关键词
公共建筑
楼板
预应力
public building
floor
prestress