摩擦型高强螺栓连接节点试验研究  

Test on node of friction-typed hing-strength bolts

作　　者：张小鹏[1] 张飞[1] 邢怀念[1] 李达[1] 

机构地区：[1]大连理工大学,辽宁大连116024

出　　处：《山西建筑》2016年第12期32-33,共2页Shanxi Architecture

摘　　要：通过抗滑移试验和扭转试验,研究了摩擦型高强螺栓连接节点的抗扭承载力,指出相比传统标准试件,采用改进的试件不仅节省材料,而且能够得到更合理的抗滑移系数,同时该连接节点具有稳定的扭矩承载力。Through anti-sliding test and torsion test,the paper studies the anti-torsion bearing capacity of friction-typed high-strength bolt connection joints,and points out that： comparing traditional standard testing components,applying improved testing components not only saves materials,but also can achieve rather suitable anti-sliding coefficients. Furthermore,the connection joint has stable torsion moment bearing capacity.

关 键 词：螺栓 连接节点 抗滑移系数 扭转试验 

分 类 号：TU311[建筑科学—结构工程]