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深圳騰訊濱海大廈設計若干關鍵要點
吳 暉1, 曠繼光2, 陳海軍1, 駱日旺1, 盧寶威1,劉紅梅1, 江媛1
摘 要
1 艾奕康咨詢(深圳)有限公司,深圳 518001; 2 騰訊科技(深圳)有限公司,深圳 518057
 

 

[摘要]  深圳騰訊濱海大廈兩棟超高層塔樓由三道連體相連,裙房從塔樓主體懸挑而出,兩棟塔樓高度不等,為非對稱雙塔連體結構。主體結構采用型鋼混凝土框架-鋼筋混凝土核心筒混合結構,連體和大懸挑結構均采用鋼桁架結構。本文首先介紹大廈的工程概況、結構設計的原則及結構選型要點,然后闡述連體桁架和大懸挑桁架設計考慮要點,以及溫度應力和施工次序?qū)Y構影響分析。
[關鍵詞]  雙塔連體結構;框架-核心筒結構;溫度應力;施工次序
中圖分類號:TU973.14            文獻標識碼:A         文章編號:1002-848X(2013)S1-0033-06
 

 

Several key points of Shenzhen Tencent Binhai Building design
Wu Hui1, Kuang Jiguang2, Chen Haijun1, Luo Riwang1, Jacky Lo1, Liu Hongmei1, Jiang Yuan1
(1 AECOM Ltd. Shenzhen Office, Shenzhen 518001, China; 2 Tencent Technologies Shenzhen Ltd., Shenzhen 518057, China)
 

 

Abstract: Shenzhen Tencent Binhai Building consists of two towers linked with three connective structures. Its podium is suspended by the main towers. Because the heights of two towers are different, the whole building structure is an asymmetrical twin-tower connective structure. The structural systems of towers are Steel Reinforced Concrete Composite Frame-Reinforced Concrete Corewall Hybrid Structure. Steel truss systems are adopted in the connective parts and the cantilever podium. In this paper, design principle and major considerations of structural system selection are introduced first, and then design key points of the link steel trusses and the cantilever trusses of podium are presented. Influences of temperature and construction sequence are also introduced.
Keywords: towers linked with connective structures; frame-corewall structure; temperature stress; construction sequence
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