型钢混凝土梁柱节点的研究现状  

PRESENT SITUATION OF RESEARCH ON STEEL REINFORCED CONCRETE BEAM-COLUMN JOINTS

作　　者：陈丽华[1] 李爱群[1] 赵玲[1] 

机构地区：[1]东南大学土木工程学院,南京210096

出　　处：《工业建筑》2005年第1期56-58,36,共4页Industrial Construction

摘　　要：分析了当前较常用型钢混凝土梁柱节点的构造形式、受力性能和影响因素。根据已有的节点试验资料 ,对国内关于节点抗剪承载力计算公式———特别是《钢骨混凝土结构设计规程》(YB 90 82 - 97)和《型钢混凝土组合结构技术规程》(JGJ 138- 2 0 0 1)规定的计算公式进行分析比较 ,进而指出了我国型钢混凝土梁柱节点研究中的不足。It is analyzed that the construction sty les, behavior and influence factors for commonly used steel reinforced concrete beam-column joints.According to the existing test data on joints, this paper co mpares several formulas in our country of calculating the shear-carrying capaci ty on joints__especially the formulas prescribed by “Specification for Desi gn of Steel Reinforced Concrete”(YB 9082-97) and “Technical Specification f or Steel Reinforced Concrete Composite Structures”(JGJ 138-2001).The inadequac y in our studies on steel reinforced concrete beam-column joints is pointed out .

关 键 词：型钢混凝土 梁柱节点 钢骨混凝土结构 节点试验 抗剪承载力 受力性能 组合结构 验资 国内 中国 

分 类 号：TU398.9[建筑科学—结构工程]