装配整体式叠合楼板足尺加载试验研究  

Full scale experimental study on assembled monolithic composite slabs

作　　者：张季超[1] 许勇[1] 王蕴 

机构地区：[1]广州大学土木工程学院,广州510006 [2]万科企业股份有限公司,深圳518049

出　　处：《建筑结构》2009年第5期116-117,120,共3页Building Structure

基　　金：国家科技支撑计划重点项目(2006BA27B05)

摘　　要：结合国内首栋预制装配整体式混凝土结构试验楼工程,对装配整体式叠合连续楼板进行现场加载试验研究。从内力重分布的角度,分析了叠合连续楼板在使用阶段的变形及受力特征。试验结果表明,装配整体式叠合连续楼板具有较好的整体工作性能;除具有单向叠合连续板的内力重分布特征外,还具有沿整体后浇层向周边板块内力调整的特点,具有一定的双向板受力特性。Being related to the first assembled monolithic precast concrete testing-building in our country, the loading experimental study is introduced on assembled monolithic composite continuous slab. From the view of internal force redistribution, the displacement and intemal force of composite continuous slab in using times were analyzed~ The experiment result indicates that assembled monolithic composite continuous slab has well monolithic working performance. It not only have the internal force redistribution characteristic belong to unilateralist slab, but also have the characteristic of adjusting internal force to around area through monolithic casting layer. And there are some bidirectional loading performance in the slab.

关 键 词：预制混凝土 叠合连续楼板 内力重分布 整体后浇层 

分 类 号：TU476.3[建筑科学—结构工程] TU378[建筑科学—土工工程]