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深圳高新區(qū)聯(lián)合總部大廈結(jié)構(gòu)設(shè)計
唐增洪1,溫李山1,胡鳴1,賴廣和1,林旭新2,曾慶立2,魏璉2
摘 要

(1 深圳機械院建筑設(shè)計有限公司, 深圳 518027; 2 深圳市力鵬工程結(jié)構(gòu)技術(shù)有限公司, 深圳 518034)

[摘要]高新區(qū)聯(lián)合總部大廈塔樓建筑高度241-0m,采用框架核心筒結(jié)構(gòu)。主要介紹了工程的結(jié)構(gòu)體系及特點,針對結(jié)構(gòu)樁基礎(chǔ)設(shè)計、結(jié)構(gòu)動力特性及筒體剪力墻洞口跨度和高度對結(jié)構(gòu)特性的影響、型鋼柱向上和向下延伸的高度等問題進行分析,并提出了合理的解決方案,確保整體結(jié)構(gòu)設(shè)計的安全可靠及經(jīng)濟合理。

[關(guān)鍵詞]超高層建筑結(jié)構(gòu); 樁基礎(chǔ); 型鋼柱; 連梁

中圖分類號:TU318文獻標識碼:A文章編號:1002-848X(2016)23-0029-06

 

Structural design of joint headquarters building in Shenzhen High-tech Zone

Tang Zenghong1, Wen Lishan1, Hu Ming1, Lai Guanghe2, Lin Xuxin2, Zeng Qingli2, Wei Lian2

(1 Shenzhen Mechinery Insiture Architectural Design Co., Ltd., Shenzhen 518027, China; 2 Shenzhen Li Peng Engineering Structures Ltd., Shenzhen 518034, China)

Abstract: The joint headquarters building in Shenzhen High-tech Zone is a super high-rise building, and the structure height is 241-0m.According to the characteristics of the project, frame-core tube structure is adopted. Pile foundation design, structure dynamic characteristics, the coupling beam span and height on the influence of the structural characteristics and the height of SRC columns were analyzed, then  reasonal solution methods were given. Corresponding seismic strengthening measures were taken to prove that the structure is safe and economical.

Keywords:super high-rise building; pile foundation; SRC column; coupling beam

 

作者簡介:唐增洪,正高級工程師,一級注冊結(jié)構(gòu)工程師,Email:Darby733@163.com。

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