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装配整体式预应力夹层板楼盖结构设计方法
引用本文:薛立红,徐金声.装配整体式预应力夹层板楼盖结构设计方法[J].建筑结构,2005,35(5).
作者姓名:薛立红  徐金声
作者单位:中国建筑科学研究院,北京,100013;中国建筑科学研究院,北京,100013
基金项目:国家科学技术部资助项目(编号2002EG131162)。
摘    要:介绍了装配整体式预应力混凝土夹层板在主跨度方向的承载力计算方法和正常使用极限状态的验算内容。详细描述了计算原理和叠合层与夹层板连接的构造措施。实例设计表明,预应力夹层板楼盖结构两个方向的设计均可采用现行规范中叠合式受弯构件的设计方法。

关 键 词:设计方法  预应力混凝土  夹层板  现浇  预制

Design Method of Assembled Monolithic Prestressed Sandwich Slab for Building Floor Systems
Xue Lihong,Xu Jinsheng.Design Method of Assembled Monolithic Prestressed Sandwich Slab for Building Floor Systems[J].Building Structure,2005,35(5).
Authors:Xue Lihong  Xu Jinsheng
Abstract:The bearing capacity calculation method and checking computations contents at normal use limited state along the main span of the assembled monolithic prestressed sandwich slab for building floor systems,are introduced.The calculation rules and the connection between the sandwich plates and the congruence layer are presented.The application of the design example shows that the design method of congruence bending member in the current code can be used to design the prestressed sandwich slab for building floor systems along two directions.
Keywords:design method  prestressed concrete  sandwich plates  cast-in-place  precast
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