- 摘 要
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（北京市建筑設(shè)計研究院有限公司， 北京 100045）
［摘要］保利未來科技城北區(qū)項目為五塔連體的復(fù)雜超高層建筑工程，塔樓結(jié)構(gòu)高度96-7～140-0m不等。該工程地下共4層，地上各棟塔樓采用鋼筋混凝土框架-核心筒結(jié)構(gòu)體系或者型鋼混凝土框架-核心筒結(jié)構(gòu)體系，裙房采用鋼筋混凝土框架-剪力墻結(jié)構(gòu)體系。地上五棟塔樓通過滑動連接形成三個相對獨立的單體或者連體，其中A1-A2雙塔連體、A3單體、A4-A5雙塔連體均為超限高層結(jié)構(gòu)。詳細(xì)介紹了該項目的結(jié)構(gòu)特點及設(shè)縫情況，以A1-A2雙塔連體為例論述了結(jié)構(gòu)體系、超限情況、抗震性能目標(biāo)以及主要計算結(jié)果；同時研究了連接體豎向地震反應(yīng)的計算方法。結(jié)果表明結(jié)構(gòu)滿足相應(yīng)的性能目標(biāo)要求。
［關(guān)鍵詞］超高層； 連體結(jié)構(gòu)； 抗震性能； 豎向地震
中圖分類號：TU398-7文獻(xiàn)標(biāo)識碼：A文章編號：1002-848X(2018)20-0030-05
Structural design of super high-rise connective towers in north district of Poly Future Science and Technology City
Zhang Lei, Zhen Wei, Sheng Ping, Wang Yi, Zhang Wankai, He Shuitao
(Beijing Institute of Architectural Design， Beijing 100045， China)
Abstract:The north district project of Poly Future Science and Technology City is a complex super high-rise building with five towers connected. The height of towers ranges from 96-7m to 140m. The project has four floors underground. The upper towers are reinforced concrete frame-core tube structure system or steel-reinforced concrete frame-core tube structure system. The podium is reinforced concrete frame-shear wall structure system. The five towers form three independent twin-tower unit or single-tower unit by sliding joints, of which A1-A2 twin-tower unit, A3 single-tower unit, A4-A5 twin-tower unit are all out-of-code high-rise structures. The structural characteristics and seismic joints were introduced in detail. The structure system, out-of-code conditions, seismic performance objectives and seismic calculation results were discussed by taking the A1-A2 twin-tower unit as an example. The calculation method of the vertical seismic response of the connection was studied. The results show that the structures meet the corresponding performance objective requirements.
Keywords:super high-rise; connective structure; seismic performance; vertical earthquake
作者簡介：張磊，碩士，工程師，Email:595238169@qq.com。
