冷轧带肋钢筋混凝土整间板承载力试验分析  

Tests of bearing capacity of cold-rolled ribbed bars reinforced bi-directional supported slabs

作　　者：白举科[1] 

机构地区：[1]辽宁工程技术大学

出　　处：《山西建筑》2006年第12期42-43,共2页Shanxi Architecture

摘　　要：通过对三块冷轧带肋预应力整间板的试验,实测了它的极限荷载值,并将其与利用JGJ 19-92计算所得的理论值进行对比,验证了冷轧带肋钢筋混凝土预应力整间板极限承载力的理论值与实测值之间存在着较大的差距。Through the test of three bi-directional supported slabs reinforced with cold rolled ribbed steel bars, obtained the ultimate values of the slabs＇ strength and compared it with the theoretical values which were figured out through the criteria of cold-drawn wire（JGJ19-92）. The result of the test testified that there was a great difference between the theoretical value and the value of the test.

关 键 词：冷轧带肋 预应力 整间板 

分 类 号：TU375.2[建筑科学—结构工程]