谈钢梁柱-外加强环板节点  

Discussion on Joint With External Ring Stiffening Plate Between Steel Beam and Column

作　　者：徐松波[1] 张成领 陈龙[1] 

机构地区：[1]合肥水泥研究设计院,合肥230051 [2]中材国际南京水泥工业设计研究院,南京211100

出　　处：《工程建设与设计》2013年第10期37-39,共3页Construction & Design for Engineering

摘　　要：外加强环板节点是目前工程采用较为普遍的刚性连接形式,被广泛应用于窑尾塔架中的钢管混凝土柱与钢梁连接和钢管与钢梁连接。论文对这两种柱采用类似节点形式的差别进行计算讨论,并对加强环板的构造措施提出建议。Thej oint with external ring stiffening plate is quite a popular rigidity connection type in recent engineering, which is widely adopted between CFST column and steel beam, and between steel tubular cohunn and steel beam o fpre-heater building tower. Calculation and discuss the difference with similar joints between the two kinds of columns, and give advice on the constructional details of the ring stiffening plate.

关 键 词：外加强环板 梁柱节点 钢管混凝土柱 钢管柱 

分 类 号：TU973.257[建筑科学—结构工程]