型钢-混凝土组合结构梁柱节点位置钢筋与型钢穿插施工技术分析  

Analysis on Construction Technology of Steel Bar and Steel Bar Interspersed in Beam-column Joint of Steel-concrete Composite Structure

作　　者：吴载平 Wu Zaiping(Fujian Shuntianyi Construction Co.Ltd.,Longyan,Fujian 364000)

机构地区：[1]福建省顺天亿建设有限公司,福建龙岩364000

出　　处：《江西建材》2023年第10期307-309,317,共4页Jiangxi Building Materials

摘　　要：文中以福建龙岩某大厦为例,对型钢-混凝土组合结构梁柱节点位置钢筋与型钢穿插施工技术进行分析,并提出钢筋布置工艺优化措施和工程质量管理措施,以期为组合结构梁节点处钢筋精细化布设提供参考。Taking a building in Longyan,Fujian Province as an example,this paper analyzes the interpenetrating construction technology of steel bar and steel bar at the joint position of beams and columns of steel-concrete composite structure,and puts forward optimization measures for steel bar layout technology and specific measures for project quality management,in order to provide reference for the refinement of steel bar layout at the joint of beam joints of composite structure.

关 键 词：型钢-混凝土组合结构 梁柱节点 钢筋安装 施工技术 

分 类 号：TU74[建筑科学—建筑技术科学]