(广州市城市规划勘测设计研究院， 广州 510060)

［摘要］在超高层建筑中，外围的框架柱多为型钢混凝土柱或钢管混凝土柱，鲜有采用纯钢框架柱，为了探索钢框架-混凝土核心筒结构在超高层建筑中的应用，以实际工程为例，首先通过对比四种框架-核心筒结构方案，衡量建设期与运营期经济效益，并结合建筑工业化方面进行结构选型；其次简要介绍钢框架-混凝土核心筒超高层结构的常规分析；最后从层间位移角的控制、竖向变形差的控制、梁墙刚接加强节点的设计、外框钢柱的屈曲分析及弹塑性时程补充分析角度，重点论述钢框架-混凝土核心筒超高层结构设计所采取的一系列关键技术，以保证结构的安全性和合理性。 

［关键词］钢框架-混凝土核心筒；超高层结构；层间位移角；竖向变形差；刚接加强节点 

中图分类号：TU318，TU973 文献标识码：A文章编号：1002-848X(2021)15-0018-05

Key technologies in the design of a steel frame-concrete corewall super high-rise structure 

TANG  Min,  LIU  Yongtian,  CHEN  Chen,  SHI  Wenzhi,  CHEN  Weijun 

(Guangzhou Urban Planning & Design Survey Research Institute, Guangzhou 510060， China) 

Abstract: In super high-rise buildings, the peripheral frame columns are mostly steel-reinforced concrete columns or concrete-filled steel tube columns, and the pure steel frame columns are rarely used. In order to study the application of steel frame-concrete corewall structure in super high-rise buildings, the actual project was taken as an example. Firstly, the structural system selection was carried out by comparing four kinds of frame-corewall structure schemes, measuring construction period and operation period of economic benefits, and considering the construction industrialization; secondly, the routine analysis of steel frame-concrete corewall super high-rise structure was briefly introduced; finally, a series of key technologies of steel frame-concrete corewall super high-rise structure were mainly discussed, such as  the control of inter-storey displacement angle, the control of vertical deformation, the rigid enhanced joint of beam and wall, buckling analysis of steel frame columns and supplementary elastoplastic time-history analysis, to ensure the safety and rationality of the structure. 

Keywords:steel frame-concrete corewall； super high-rise structure； inter-storey displacement angle； vertical deformation； rigid enhanced joint

作者简介：唐珉，硕士，高级工程师，一级注册结构工程师，Email: gz2017@163.com。