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華策國(guó)際大廈結(jié)構(gòu)修改設(shè)計(jì)
張立平,徐衛(wèi),黃瑞瑜
摘 要

(廣東省建筑設(shè)計(jì)研究院, 廣州 510010)

[摘要]介紹了華策國(guó)際大廈結(jié)構(gòu)設(shè)計(jì)修改情況。對(duì)主樓地上結(jié)構(gòu)修改設(shè)計(jì)前后地震反應(yīng)進(jìn)行了比較,對(duì)修改設(shè)計(jì)后采用半逆作施工的情況和采用的新型鋼板剪力墻及空中連廊先鉸后剛設(shè)計(jì)方法這兩項(xiàng)關(guān)鍵技術(shù)進(jìn)行了介紹和分析。分析結(jié)果表明,修改設(shè)計(jì)不僅提高了構(gòu)件制作標(biāo)準(zhǔn)化和安裝機(jī)械化程度,加快了施工速度,一些關(guān)鍵性能指標(biāo)還得以改善,可以為類似工程提供參考。

[關(guān)鍵詞]華策國(guó)際大廈; 修改設(shè)計(jì); 半逆作施工法; 外包鋼板-混凝土組合剪力墻; 先鉸后剛

中圖分類號(hào):TU318, TU398文獻(xiàn)類型:A文獻(xiàn)標(biāo)識(shí)碼:A文章編號(hào):1002-848X(2016)21-0046-05

 

Modified structural design of Huace International Building

Zhang Liping, Xu Wei, Huang Ruiyu

(Architectural Design and Research Institute of Guangdong Provine, Guangzhou 510010, China)

Abstract:The modified structural design of Huace International Building was presented. The seismic responses of the upper structure of main building before and after modification were compared. In the process of modified design, semi-reversed construction method was introduced. Two key technologies were introduced and analyzed including the adoption of new steel plate shear walls and the design method of the overhead corridor with stiff connection after hinged connection. Analysis results show that the modified design not only develops the standardization degree for component production and the mechanization degree for installation, but also accelerates construction speed, and some key performance indicators were improved, which can provide a reference for similar projects.

Keywords:Huace International Building; modified design; semi-reversed construction method; composite shear wall with outsourced steel plate; stiff connection after hinged connection

 

作者簡(jiǎn)介:張立平,碩士,高級(jí)工程師,Email:zlpzhang@sina.com。

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