冷轧带肋钢筋混凝土板类构件试验研究与应用  

Experimental Research and Application of Concrete Slab Members with Cold-Rolled Ribbed Steel Wires and Bars

作　　者：郭乐工[1,2] 刘忠玉[1,2] 李翔 范颖芳 

机构地区：[1]郑州工业大学土建系 [2]中房郑州公司

出　　处：《郑州工业大学学报》1997年第3期49-52,共4页Journal of Zhengzhou University of Technology

摘　　要：本文基于７２块冷轧带肋钢筋砼板类构件试验，对应用冷轧带肋钢筋的预应力砼空心板、现浇楼板、叠合板的工作性能、承载力与经济效益进行了较深入的研究与分析。试验研究结果表明，冷轧带肋钢筋砼板类构件中有着显著的经济效益与广阔的应用前景，应加快推广应用。Based on the tests of Seventy-two concrete slab members with cold-rolled ribbed steel wires and bars,the working behavior,ultimate bearing capacity and the economic benefit of the prestressed concrete hollow slabs,concrete slab in situ and laminated concrete slab with cold-rolled ribbed steel wires and bars have been deeply analysed and researched in this paper.The results of the experiments and researches carried out here show that there are the wide uses and the hugely economic benefits of concrete slab members with cold-rolled ribbed steel wires and bars.

关 键 词：冷轧带肋钢筋 空心板 楼板 叠合板 钢筋混凝土板 

分 类 号：TU375.2[建筑科学—结构工程]