型钢混凝土组合结构中典型梁柱刚性节点的做法  

Fabrication Method of Typical Beam-column Rigid Joint in Section Steel Reinforced Concrete Composite Structure

作　　者：孙芃 李冲 青治勇 李一响 尹修伟 SUN Peng;LI Chong;QING Zhiyong;LI Yixiang;YIN Xiuwei(China Construction Eighth Engineering Division Corp.,Ltd.Steel Structure Engineering Company,Shanghai 200125,China)

机构地区：[1]中国建筑第八工程局有限公司钢结构工程公司,上海200125

出　　处：《建筑施工》2020年第5期717-718,733,共3页Building Construction

摘　　要：针对型钢混凝土组合结构体系中梁与柱的刚性节点的不同情况,介绍了6种典型的梁主筋与型钢柱节点的构造形式。对6种梁主筋与型钢柱节点形式的做法及适用范围进行了阐述,以期为今后类似工程提供参考。According to the difterent situations of the rigid joints of beam and column in the section steel reinforced concrete composite structure system,six typical structural forms of the joints between beam main reinforcements and section steel columns are introduced.The joint fabrication method and application scope of the six kinds of joints between beam main reinforcements and section steel columns are described to provide reference for similar projects in the future.

关 键 词：型钢混凝土组合结构 刚性节点 节点做法 梁主筋 型钢柱 

分 类 号：TU755[建筑科学—建筑技术科学]