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深圳汉京中心全钢结构方案优化调整
吴金妹1,廖耘1,马镇炎2,高峰2,李华荣1
摘 要

(1 广州容柏生建筑结构设计事务所, 广州 510170; 2 筑博设计(集团)股份有限公司, 深圳 518000)

[摘要]350m高的深圳汉京中心是目前国内已建成的最高无混凝土核心筒全钢结构建筑。该项目建筑平面特殊,存在平面整体性差、抗侧刚度不足、平面重心与竖向刚度中心距离较大等难题,由美方设计的结构方案不是非常理想且用钢量偏大。本地设计团队在初步设计中后期,深入分析了结构体系的特点并进行了一系列成功的调整优化,在整体指标没有明显变化的前提下减少了近30%的用钢量,并大幅提升了建筑品质。

[关键词]深圳汉京中心; 全钢结构; 结构体系; 结构优化

中图分类号:TU973+.31文献标识码:A文章编号:1002-848X(2020)04-0058-04

 

Optimization and adjustment for full steel structure of Shenzhen Hanking Center

Wu Jinmei1, Liao Yun1, Ma Zhenyan2, Gao Feng2, Li Huarong1

(1 RBS Architectural Engineering Design Associates, Guangzhou 510170, China;2 Zhubo Design Co., Ltd., Shenzhen 518000, China)

Abstract:The 350m high Shenzhen Hanking Center is the highest concrete-free steel corewall structure building in China. Because of the special plane of the building, there were some problems such as poor plane integrity, insufficient lateral stiffness, and large distance between the plane center of gravity and the vertical stiffness center. In addition, the structural scheme designed by the US was not very ideal and the steel consumption was too large. In the middle and later stage of the preliminary design, the local design team deeply analyzed the characteristics of the structural system and carried out a series of successful adjustments and optimizations. Under the premise that the overall index did not change significantly, the steel consumption was reduced by nearly 30%, and the building quality was greatly improved.

Keywords:Shenzhen Hanking Center; steel structure; structural system; structural optimization

 

作者简介:吴金妹,硕士,高级工程师,一级注册结构工程师,Email:wujinmei @gzrbs.com。

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