武汉越秀·国际金融汇五期商业MALL结构设计

引用文献：

尹述荣李治张达生熊星一. 武汉越秀·国际金融汇五期商业MALL结构设计[J]. 建筑结构，2022，48（14）：36-40，64.

YIN Shurong LI Zhi ZHANG Dasheng XIONG Xingyi. Structural design on fifth-phase commercial MALL of Wuhan Yuexiu·International Financial Exchange[J]. Building Structure，2022,48（14）：36-40，64.

作者：尹述荣李治张达生熊星一

单位：中信建筑设计研究总院有限公司

摘要：武汉越秀·国际金融汇五期商业MALL主体结构为5层钢筋混凝土框架结构，平面尺寸141.6m×131.7m。结构平面严重超长，存在大跨度钢结构连廊及较多的大悬挑、大跨度、复杂造型结构等特殊区域。主要介绍了商业MALL的整体结构概况、基础设计以及关键结构设计。关键结构设计包括超长结构的温度应力控制设计，与三期商业互通的连廊设计方案对比与分析，北侧电影院入口悬挑桁架钢骨混凝土梁与钢桁架悬挑设计方案对比，南中庭采光顶大跨度屋盖设计，西侧主入口上方大跨度梁与悬挑梁设计，设备层大跨度梁从井字梁体系到单向连续预应力梁体系选型对比。

关键词：武汉越秀·国际金融汇；超长结构；连廊；悬挑桁架；大跨度屋盖；悬挑梁；温度应力；结构方案对比

作者简介：尹述荣，高级工程师，一级注册结构工程师，主要从事超高层、地基处理、文物修缮等方面的设计与研究，Email:289468750@qq.com。

基金：

尊敬的用户，本篇文章需要2元，点击支付交费后阅读

限时优惠福利：领取VIP会员
全年期刊、会议视频
全部免费！培训视频打折！

参考文献[1] 周熙波，李治，陈志军，等.武汉某超限高层塔楼结构设计[J].建筑结构，2019,49(13):22-29.
[2] 武汉康景实业投资有限公司国际金融汇三、五期岩土工程勘报告(详勘)[R].武汉：武汉地质工程勘察院，2016.
[3] 混凝土结构设计规范：GB 50010—2010[S].2015年版.北京：中国建筑工业出版社，2015.
[4] 董玉将，陈志军，陈松，等.武汉中建·光谷之星结构设计与分析[J].建筑结构，2020,50(14):46-50.
[5] 钢结构设计标准：GB 50017—2017[S].北京：中国建筑工业出版社，2018.
[6] 高层建筑混凝土结构技术规程：JGJ 3—2010[S].北京：中国建筑工业出版社，2011.

Structural design on fifth-phase commercial MALL of Wuhan Yuexiu·International Financial Exchange

YIN Shurong LI Zhi ZHANG Dasheng XIONG Xingyi

(Citic General Institute of Architectural Design and Research Co., Ltd.)

Abstract: The main structure of fifth-phase commercial Mall of Wuhan Yuexiu·International Financial Exchange is a 5-storey reinforced concrete frame structure with a plane size of 141.6 m×131.7 m. The structural plane is seriously overlong, and there are large-span steel structure corridors and many special areas such as large overhang, large-span, and complex shape structure. The overall structure overview, foundation design and key structure design of the commercial MALL were mainly introduced. The key structure design includes the temperature stress control design of the super-long structure, the comparison and analysis of the design scheme of the corridor with the third phase of commercial intercommunication, the design scheme comparison of the cantilevered truss steel reinforced concrete beam and the steel truss cantilever at the entrance of the cinema on the north side, large-span roof design of the south atrium with light roof, design of large-span beams and cantilever beams above the main entrance on the west side, and selection and comparison of long-span beams on the equipment floor from the well-shaped beam system to the one-way continuous prestressed beam system.

Keywords: Wuhan Yuexiu·International Financial Exchange; super-long structure; corridor; cantilever truss; large-span roof; cantilever beam; temperature stress; comparison of structural scheme

431 0 0