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高層鋼-混凝土混合結(jié)構(gòu)住宅的研究和設(shè)計(jì)
李丕寧1,2 秦 榮2
摘 要

(1 廣西建筑綜合設(shè)計(jì)研究院 南寧 530011; 2 廣西大學(xué)土木建筑工程學(xué)院 南寧 550004)
[提要]
結(jié)合建設(shè)部2004年科技示范工程南寧湖濱大廈的設(shè)計(jì),介紹鋼混凝土混合結(jié)構(gòu)技術(shù)在高層住宅中的應(yīng)用。討論了高層住宅鋼混凝土混合結(jié)構(gòu)體系的受力特點(diǎn)和彈塑性性能分析、基本構(gòu)件和節(jié)點(diǎn)的計(jì)算與設(shè)計(jì)、矩形鋼管混凝土柱的耐火設(shè)計(jì),并對(duì)減少該體系鋼柱與混凝土墻體這兩類豎向構(gòu)件差異提出相應(yīng)措施。
[關(guān)鍵詞] 高層住宅 混合結(jié)構(gòu) 矩形鋼管混凝土 抗火設(shè)計(jì) 差異
縮短
Design of Steelconcrete Hybrid Structure in Highrise Residential Buildings/Li Pining1,2,Qin Rong1(1 Guangxi Institute of Architectural Design & Research,Nanning 530011,China; 2 Civil Engineering College,Guangxi University,Nanning 530004,China)
Abstract:Based on the design of Nanning Hubin Mansionscientific model project in 2004,
the application of steelconcrete hybrid structure technology is introduced in highrise residential buildings.The property of loadbearing capacity and the performance of elastoplastic are analyzed.The members and joints are designed and antifire design method of rectangular CFST column is studied.The differential shortening between steel columns and reinforced concrete walls is analyzed,and measures decreased differential shortening are put forward.
Keywords:highrise residential building; hybrid structure; r
ectangle concretefilled steel tubular (CFST); antifire design; differential shortening between columns and walls

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