您现在的位置:建筑结构>> 期 刊>> 2023年>> 第09期>>正文内容
招商银行总部大厦核心筒偏置超高层结构设计与关键技术研究
李建伟1,2, 王 宁1, 张崇新2, 容文豪2, 赵 勇1
摘 要

(1 悉地国际设计顾问 (深圳) 有限公司, 深圳 518057;2 香港华艺设计顾问 (深圳) 有限公司, 深圳 518057)

摘要: 招商银行总部大厦是一栋 387m 高的超高层建筑,采用框架-偏心筒-环带桁架-伸臂桁架结构体系,核心筒偏置于建筑北侧,设 5 个伸臂桁架加强层. 采用合理设计核心筒剪力墙厚度、增设环带桁架等措施,减小了核心筒偏置对结构的不利影响. 在伸臂桁架中通过设置屈曲约束支撑(BRB),提高了整体结构的抗震性能. 利用屋顶水箱设置调谐液体阻尼器(TLD),减轻了结构风振效应. 大跨楼盖跨中增设钢次梁,减小了楼盖人致振动加速度.同时展开了结构整体稳定性、墙体受拉应力控制、长期荷载下的水平位移控制等多项研究,确保了该核心筒偏置的超高层结构的安全,所采取的设计方法和措施可供同类工程参考.

关键词: 招商银行总部大厦; 超高层结构; 核心筒偏置; 屈曲约束支撑(BRB); 销轴节点; 减腋开洞钢梁; 调谐液体阻尼器(TLD); 伸臂桁架

中图分类号:TU352. 1,TU355 文献标志码:A 文章编号:1002-848X(2023)09-0016-09

DOI:10. 19701 / j. jzjg. LS220257

Research on structural design and key technology of super high-rise China Merchants Bank Headquarters Building with off-centre core tube

LI Jianwei1,2, WANG Ning1, ZHANG Chongxin2, RONG Wenhao2, ZHAO Yong1

(1 China Construction (Shenzhen) Design International Co. , Ltd. , Shenzhen 518057, China;2 Hong Kong Hua Yi Design Consultants (Shenzhen) Co. , Ltd. , Shenzhen 518057, China)

Abstract:China Merchants Bank Headquarters Building is a super high-rise building with the height of 387m, and adoptsframe-off-centre core tube-belt truss-outrigger truss structure systems. The off-centre core tube is located in the north of thebuilding, and five outrigger trusses reinforcement layers are set. Measures such as reasonable design of shear wall thicknessof core tube and adding ring truss were adopted, which reduces the negative impacts of the off-centre core tube on thestructure. The seismic performance of the overall structure is improved by utilizing the buckling restrained braces (BRBs)in the outrigger trusses. The roof tuned liquid damper (TLD) is set in the roof water tank to reduce the wind vibration effectof the structure. In order to reduce the floor vertical acceleration induced by human, horizonal steel beams in the middle ofthe long-span floor have been added. Meanwhile, a number of studies were carried out on the structural overall stability,the control of the tensile stress in the shear walls and the horizontal displacements under the long-term loads, etc. , toensure the safety of the super high-rise structure with off-centre core tube. The design methods and measures adopted canbe referred to the similar projects.

Keywords:China Merchants Bank Headquarters Building; super high-rise structure; off-centre core tube; bucklingrestrained brace(BRB); pin node; haunched steel beams with web-opening; tuned liquid damper(TLD); outrigger truss

第一作者:李建伟,学士,正高级工程师,一级注册结构工程师,主要从事超高层建筑结构设计与研究,Email:690780525@qq. com.

[引用本文] 李建伟,王宁,张崇新,等. 招商银行总部大厦核心筒偏置超高层结构设计与关键技术研究[J]. 建筑结构,2023,53 ( 9):16-24. LI Jianwei,WANG Ning,ZHANG Chongxin, et al. Research on structural design and keytechnology of super high-rise China Merchants Bank Headquarters Building with off-centre core tube [ J ]. BuildingStructure,2023,53(9):16-24.

下载地址

    你还没注册?或者没有登录?这篇论文要求至少是本站的注册会员才能阅读!

    如果你还没注册,请赶紧点此注册吧!

    如果你已经注册但还没登录,请赶紧点此登录吧!