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CTSRC楼板承载力计算及实荷试验
引用本文:冯鹏,初明进,林旭川,侯建群,刘彦生. CTSRC楼板承载力计算及实荷试验[J]. 清华大学学报(自然科学版), 2010, 0(9)
作者姓名:冯鹏  初明进  林旭川  侯建群  刘彦生
作者单位:清华大学土木工程系土木工程安全与耐久教育部重点实验室;烟台大学土木工程学院;清华大学建筑设计研究院;浙江清华长三角研究院;
基金项目:长江学者和创新团队发展计划资助项目(IRT00736); 浙江省科技攻关计划项目(2006C31058); 嘉兴市科技计划项目(2006AZ2003)
摘    要:钢网构架混凝土复合结构体系(CTSRC)是一种新型结构体系,它由工厂预制的钢构骨架和现场浇筑其中的混凝土构成墙体和楼板,从而形成整体结构。为研究钢网构架混凝土复合结构楼板的受力性能并确定设计计算方法,进行了6块单向楼板的静载试验破坏;基于试验结果提出一种等效钢筋混凝土梁的计算方法和一种截面条带计算方法,进行了分析比较;建议采用基于截面条带法的承载力计算方法,并编写了计算程序。最后,对实际结构中此新型楼板体系进行堆载试验,获得实际结构中楼板的受力性能。试验结果表明:建议的设计计算方法可行,且此楼板具有较高的承载力安全储备。

关 键 词:钢网构架混凝土复合结构(CTSRC)  楼板  实荷试验  

Calculation and test for strengths of cold-formed thin-wall steel reinforced concrete slabs
FENG Peng,CHU Mingjin,,LIN Xuchuan,HOU Jianqun,LIU Yansheng. Calculation and test for strengths of cold-formed thin-wall steel reinforced concrete slabs[J]. Journal of Tsinghua University(Science and Technology), 2010, 0(9)
Authors:FENG Peng  CHU Mingjin    LIN Xuchuan  HOU Jianqun  LIU Yansheng
Affiliation:FENG Peng1,CHU Mingjin1,2,LIN Xuchuan1,HOU Jianqun3,LIU Yansheng4(1.Key Laboratory of Civil Engineering Safety and Durability of the Ministry of Education,Department of Civil Engineering,Tsinghua University,Beijing 100084,China,2.School of Civil Engineering,Yantai University,Yantai 264005,3.Architectural Design & Research Institute,4.Yangtze Delta Region Institute of Tsinghua University Zhejiang,Jiaxing 314000,China)
Abstract:Cold-formed thin-wall steel reinforced concrete(CTSRC) structure is an emerging composite structure for residential buildings.A CTSRC structure has integrated walls and floors made of a prefabricated steel skeleton and in-situ infill of concrete.The mechanical behavior and strengths of 6 CTSRC slab specimens were tested to failure with static loads.Two calculation approaches were then developed based on an equivalent reinforced concrete beam and a stripped section based on the tests.Comparison with the expe...
Keywords:cold-formed thin-wall steel reinforced concrete(CTSRC) structure system  floor slab  loading test in real structure  
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