混凝土板柱节点配置抗冲切锚栓的试验研究  

Experimental Investigation on Concrete Slab Column Connections with Stud Shear Reinforcement

作　　者：田杰[1] 许克宾[1] 

机构地区：[1]北方交通大学土木建筑工程学院,北京100044

出　　处：《北方交通大学学报》1999年第6期73-77,共5页Journal of Northern Jiaotong University

摘　　要：通过对6 个板柱节点配锚栓抗冲切承载力试验,分析了锚栓的强度和变形性能,探讨了锚栓的合理配筋率.并通过本人及国外的试验数据,对设计计算方法进行了研究。Through the punching capacity experiment of six concrete slab column connections with stud shear reinforcement,this paper analyses the stud capacity and its deformation properties, and discusses the proper ratio of the stud shear. Researching the design and calculating method through the experiment and foreign data. This paper gives the design suggestion.

关 键 词：锚栓 变形 试验 抗冲切承载力 混凝土板柱 节点 

分 类 号：TU375.203[建筑科学—结构工程] TU375.303