闭口型压型钢板-混凝土组合板的受弯性能  

BENDING BEHAVIOR OF CLOSED PROFILED SHEETING-CONCRETE COMPOSITE SLABS

作　　者：易卫华[1] 聂建国[1] 彭惠玲 

机构地区：[1]清华大学土木工程系,北京100084 [2]新疆公路管理局,乌鲁木齐830000

出　　处：《工业建筑》2003年第12期22-23,共2页Industrial Construction

基　　金：国家杰出青年科学基金资助项目 (5 0 0 2 5 82 2 );高等学校博士点基金 (2 0 0 0 0 0 0 3 44);北京市科委资助项目 (95 40 3 12 0 0 )

摘　　要：闭口型压型钢板可以作为组合楼板中的受力钢筋。为了得到闭口型压型钢板 -混凝土组合板的受弯性能 ,进行了 4块闭口型压型钢板简支组合板的试验。在普通钢筋混凝土板抗弯承载力计算方法的基础上 ,提出了闭口型压型钢板A closed profiled sheeting can be used as the reinforcement in composite floor slabs. In order to investigate the bending behavior of the composite slabs with closed profiled sheeting and concrete, experiments are conducted on 4 simply supported composite slabs. Based on the test results, the bending capacity can be evaluated by the method similar to RC slabs. Formulae are proposed of bending capacity of this type of composite slabs.

关 键 词：闭口型压型钢板 混凝土 组合楼板 试验 受弯承载力 

分 类 号：TU398.9[建筑科学—结构工程]