关于钢筋桁架楼承板抗剪极限承载力试验的探讨  

Discussion on Ultimate Shear Bearing Capacity of Steel Truss Floor

作　　者：郝鹏 陈红梅 李飞 Hao Peng;Chen Hongmei;Li Fei

机构地区：[1]新疆九头鸟工程检测有限公司,新疆乌鲁木齐830000

出　　处：《计量与测试技术》2018年第5期27-28,共2页Metrology & Measurement Technique

摘　　要：本文对钢筋桁架楼承板抗剪极限承载力试验进行了改进,较好的解决了试验方法中横向钢筋的滑动问题,以及钢筋桁架楼承板中腹杆与上弦钢筋和下弦钢筋不同角度的的问题,从而使钢筋桁架楼承板抗剪极限承载力试验简单易行。This thesis improves ultimate shear - bearing capacity testing method of steel bar truss deck, solves in a better way the sliding problem of transverse steel bar in the testing and the problem of different angles of the mid - span steel rod between the upper and lower steel bars in the steel bar truss deck, so that simplifies ultimate shear - bearing capacity testing of steel bar truss deck.

关 键 词：钢筋桁架楼承板 抗剪极限承载力试验 

分 类 号：TU312[建筑科学—结构工程]