压型钢板——混凝土组合楼板斜截面受剪承载力试验研究  

Experimental Study of Oblique Section Shear Capacity of Profiled Steel Plate-concrete Composite Slab

作　　者：杨光丽[1] 潘红霞[1] 

机构地区：[1]上海城市管理职业技术学院,上海200432

出　　处：《重庆建筑》2009年第6期27-30,共4页Chongqing Architecture

摘　　要：压型钢板—混凝土组合楼板作为一种新型的组合结构,能充分利用钢材所具有的优越抗拉性能和混凝土所具有的抗压性能,正被越来越多地应用于大跨结构、高耸建筑等,有着广阔的发展前景。本文通过对U76型压型钢板—混凝土组合楼板的静力试验,分析组合板剪跨处钢板腹部主拉应力与荷载的关系,确定斜截面抗剪承载力的试验值与理论值的关系,提出了斜截面受剪承载力的取用建议。Profiled steel sheet-concrete composite slab can make good use of the advantages of steel and concrete. It has been using in long-span structures and high-rise buildings. Through the static testing of U76 profiled steel sheet-concrete composite slab, this article analyzed the relation between the principal tensile stress of web plate and load at the shear span of composite slab, and determined the relation between the measured value and theoretical value of oblique section shear capacity.

关 键 词：压型钢板 组合楼板 斜截面抗剪 承载力 

分 类 号：TU398.9[建筑科学—结构工程]