- 摘 要
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（奧雅納工程顧問， 深圳 518048）
［摘要］深圳灣瑞府項目建筑功能為下部六星級酒店，上部高端公寓，塔樓結構高度為232-6m，采用鋼筋混凝土框架-核心筒體系。本塔樓結構設計的重難點包括：外框無角柱且平面上未設置角部斜向的連系梁；在建筑功能由酒店過渡為公寓的區(qū)域，核心筒在南北向兩側各有3-1m的收進；為了協(xié)調上部室內效果和地下室車道對空間的要求，外框柱在5層有90°旋轉。通過對結構各主要構件在水平和豎向荷載下的狀態(tài)進行細致的研究，實現(xiàn)了在7度抗震設防區(qū)、深圳灣強風荷載下200m以上高層建筑無加強層和角柱的設計，在保證結構安全性的前提下提升了整個建筑的外觀效果和使用品質。
［關鍵詞］高層建筑； 無角柱及角部連系梁； 核心筒收進； 外框柱旋轉； 強風荷載
中圖分類號：TU318-2文獻標識碼：A文章編號：1002-848X(2018)18-0036-06
Structural design on Shenzhen CRC Ruifu tower
Qu Tao, Wang Shaobo, Lin Hai
(ARUP, Shenzhen 518048, China)
Abstract:Shenzhen CRC Ruifu project is a tower with the height of 232-6m. It consists of a six-star hotel at lower part and high-end residences at the upper floors. The reinforced concrete frame-core structure system is adopted for this high-rise building. The key and difficult points of structural design can be summarized as that no corner columns or corner link beams provided on the plane; the core is downsized in both north and south direction by 3-1m with the changing of building function from hotel to residence; the frame columns on the 5th floor were rotated by 90° for the purpose of space requirements of the upper part and basement lane. A specific performance study of the main structure components under the horizontal and vertical loads was carried out. The structure design at the level 7 seismic zone of an over 200m high-rise building without strengthening layers and corner columns under Shenzhen CRC strong wind-loading can be achieved. This design improves the appearance and function quality of the entire building under the premise of safety.
Keywords:high-rise building; no corner columns or link beams; downsizing core; rotating column; strong wind load
作者簡介：屈濤，碩士，中級工程師，Email: tao.qu@arup.com。
