摘要
依托实际工程,通过两个钢-混凝土组合梁与钢筋混凝土柱连接节点的缩尺模型试验,提出了以对拉钢筋代替钢梁翼缘穿过节点核心区的梁柱节点做法。试验证明,此类节点构造合理,传力可靠,施工方便,具有良好的承载能力和抗震性能。在试验研究基础上,提出了节点的抗剪承载力及构造措施,为该类节点的设计与施工提供参考。
Based on a real case,design concept and constructional details of the joints between steel-concrete composite beam and reinforced concrete column were introduced through the experiment of two models,in which steel beam flanges were substituted with reinforcement in the case design of a conference building.The test results indicate that the joint is comparatively safe and rational.Shear capacity and construction methods are also advanced which provide reference for the project design and construction.
出处
《建筑结构》
CSCD
北大核心
2010年第6期48-50,共3页
Building Structure
关键词
钢-混凝土组合梁
钢筋混凝土柱
节点
steel-concrete composite beam
reinforced concrete column
joint