某超高层建筑钢管混凝土叠合柱设计分析  

Design and Analysis of Steel Tube-reinforced Concrete Column in a Super-tall Building

作　　者：彭肇才 丁华兴 李雄 张聪 PENG Zhaocai;DING Huaxing;LI Xiong;ZHANG Cong(Shenzhen Municipal Design and Research Institute Co.,Ltd.Shenzhen 518029,China;Guangdong Modern Architectural Design and Consultancy Co.,Ltd.Shenzhen 518010,China)

机构地区：[1]深圳市市政设计研究院有限公司,深圳518029 [2]广东现代建筑设计与顾问有限公司

出　　处：《广东土木与建筑》2025年第3期71-75,共5页Guangdong Architecture Civil Engineering

摘　　要：某超高层建筑采用“钢管混凝土叠合柱框架-核心筒”结构抗侧力体系,介绍了钢管混凝土叠合柱的设计计算方法,分析了传统钢管混凝土叠合柱与钢筋混凝土梁连接节点的优缺点,提出了一种新型钢管混凝土叠合柱与钢筋混凝土梁连接节点,并采用有限元软件ABAQUS进行了分析验证。Lateral resistance system of steel tube-reinforced concrete column frame-corewall system is applied in a super-tall building.Introduces the design and calculation method of concrete-filled steel tubular composite column,analyzes the advantages and disadvantages of the traditional joint between concrete-filled steel tube composite column and reinforced concrete beam,puts forward a new type of connection joint between concrete-filled steel tube composite column and reinforced concrete beam,and uses the finite element software ABAQUS for analysis and verification.

关 键 词：钢管混凝土叠合柱 设计分析 连接节点 有限元 

分 类 号：TU318[建筑科学—结构工程]