您现在的位置:建筑结构>> 期 刊>> 2007年>> 第07期>>正文内容
冷轧双翼变形钢筋混凝土双向板受力性能试验研究
蓝宗建 1) 江红军 1) 魏 琏 2) 董重光 3)
摘 要

【提要】  对2块现浇冷轧双翼变形钢筋混凝土双向板进行了荷载试验,研究了双向板在均布荷载作用下的受力性能。试验结果表明:现浇冷轧双翼变形钢筋混凝土双向板的承载力较高,当钢筋强度设计值取400N/mm2时,承载力检验系数仍可满足规范要求。在使用荷载作用下,双向板具有较好的工作性能。
【关键词】  冷轧双翼变形钢筋  双向板  极限荷载  挠度
Experimental Research on Mechanical Behavior of Twoway Concrete Slabs Reinforced by Coldrolled Deformed Bars with Doublewing/Lan Zongjian1,Jiang Hongjun1,Wei Lian2,Dong Chongguang3 (1 College of Civil Engineering, Southeast University,Nanjing 210096,China;2 Shenzhen Institute,China Academy of Building Research,Shenzhen 518028,China;3 Shenzhen Xingmeng Coldrolled Deformed Bars Ltd.,Shenzhen 518052,China)
Abstract:To investigate the mechanical behavior of castinsitu twoway concrete slabs reinforced by coldrolled deformed bars with doublewing,the test of two castinsitu twoway concrete slabs subjected to vertical uniform loads is carried out. The test results show that the castinsitu twoway concrete slabs reinforced by coldrolled deformed bars with doublewing have high loadbearing capacity and their loadbearing inspection coefficient can meet the requirement of the codes related,and that the mechanical behavior of the slabs is better at working loads when the design value of strength of bars is raised to 400N/mm2.
Keywords:coldrolled deformed bars with doublewing;twoway slabs;limit load;deflection
1)东南大学土木工程学院,南京,210096;2)中国建筑科学研究院深圳分院,518052;3)深圳市星盟冷轧变形钢筋有限公司,518052。

下载地址

    你还没注册?或者没有登录?这篇论文要求至少是本站的注册会员才能阅读!

    如果你还没注册,请赶紧点此注册吧!

    如果你已经注册但还没登录,请赶紧点此登录吧!