包  佐，  余梦麟，  顾  辉，  陈绩明
    （上海建筑设计研究院有限公司，上海 200041）

[摘要] 浙江财富金融中心由东、西两幢超高层塔楼组成，层数分别为36层和52层，西塔最高结构高度212m。地下室三层，由于地下层1存在下沉广场，故嵌固层为地下层1楼面。基础采用钻孔灌注桩，桩径800mm。上部结构两塔楼均为框架-核心筒结构，其中较高的西塔在下部楼层采用型钢混凝土柱。
[关键词] 超高层建筑；风荷载；型钢混凝土柱
中图分类号：TU318    文献标识码：A    文章编号：002-848X( 2011) Sl-0386-05

Structural design for Caifu Finance Centre in Zhejiang province
Bao Zuo, Yu Menglin, Gu Hui, Chen Jiming
( Shanghai Institute of Arclutectural Design&Research Co., Ltd., Shanghai 200041, China)

Abstract: Caifu Finance Centre in Zhejiang province is constructed by east and west skyscrapers, and the layers of which are 36 and 52. The height of west super lugh-rise building is 212 meters. The basement have three layers, because of the Sunken Plaza in Bl, the partial fixing layer is the floor of Bl.  The bored pile is applied for foundation form, and the pile diameter is 800mm. Frame-core wall system was applied in the superstructure, and the lugher building is the west tower which the steel reinforced concrete column was used in lower floor.
Keywords: super high-rise building; wind load; steel reinforced concrete column