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您現(xiàn)在的位置:建筑結(jié)構(gòu)>> 期 刊>> 2007年>> 第09期>>正文內(nèi)容
廣州港灣廣場主塔樓SRC結(jié)構(gòu)設(shè)計
李寧,陳星,梁志紅,陳向榮,張杰
摘 要

(廣東省建筑設(shè)計研究院,廣州510010)

[提要]港灣廣場位于廣州市珠江邊,主塔樓27層,總高度9.90m。介紹了工程設(shè)計的關(guān)鍵問題:基坑支護、超長地下室無縫設(shè)計、主塔結(jié)構(gòu)體系計算分析、典型節(jié)點分析與試驗。重點介紹由于新穎獨特的建筑方案導致平面抗震不規(guī)則的解決思路以及具有自立知識產(chǎn)權(quán)的不穿心牛腿新型節(jié)點。

[關(guān)鍵詞]高層建筑;鋼管混凝土柱;密肋扁梁樓蓋體系;新型鋼管混凝土柱節(jié)點;鋼骨混凝土剪力墻

SRC Structural Design of Guangzhou Gangwan Plaza/Li Ning, Chen Xing, Liang Zhihong, Chen Xiangrong, Zhang Jie (The Architectural Design and Research Institute of Guangdong Province, Guangzhou 510010,China)

Abstract:The Gangwan plaza locates at the side of the Pearl River in Guangzhou. Its main tower consists of 27 stories, and the total height is 99.9 meter. The key technical problems are presented, including excavation protection, extra-long basement without temperature joints, structural system of main tower and its analysis, typical CFST joint’ analysis and experiment. The solution to unique but unfavorable aseismic architectural scheme, and the joint with non-through-core CFST connection, which is applying for patent, are introduced in details.

Keywords:high-rise building; CFST; flat beams with dense ribs; joints; SRC shear wal

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