| 厦门国际中心超高层塔楼的基础设计 |
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| 引用本文： | 王玮,;顾绍义,;刘金明. 厦门国际中心超高层塔楼的基础设计[J]. 工程建设与设计, 2014, 0(9): 74-78 |
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| 作者姓名： | 王玮, 顾绍义, 刘金明 |
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| 作者单位： | [1]华东建筑设计研究院有限公司现代都市建筑设计院,上海200070; [2]上海建筑设计研究院有限公司,上海200041; [3]机械工业第一设计研究院上海分院,上海200333 |
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| 摘 要： | 为了在已有地下工程的基础上新建超过300m的超高层建筑,结合原有基础资料以及新建塔楼范围内的地质情况,确定采用天然基础和大直径嵌岩桩的混合基础形式。底板设计从计算分析和构造措施两个方面,详细阐述了原有底板和新建底板的结合共同受力,并对抗拉角柱柱脚做了进一步细化分析。
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| 关 键 词： | 厦门国际中心 大体积混凝土 新旧叠合底板 钢管混凝土柱脚 基础设计 |
Foundation Design on SuperHigh-rise Building of Xiamen International Center |
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| Affiliation: | WANG Wei, GU Shao-yi, LIU Jin-ming ( 1 .East China Architectural Design ＆ Research Institute Co.Ltd. UD Architectural Design Institute, Shanghai 200070, China; 2. Shanghai Institute of Architectural Design ＆ Research Co.Ltd., Shanghai 200041, China; 3. First De sign ＆ Research Institute, MI China Shanghai B ranch, Shanghai 200333, China) |
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| Abstract: | In order to build more than 300m high-rise building based on existing underground works, combined with the geological condition of the original data and the new tower range,mixed foundation using nattwal foundation and large diameterpiles wasdetermined. The foundationwas designed from two aspects of calculation analysis and structural measures. We described how tocombined with the old and new foundation slabin details and made furtheranalysis of tensile column column base. |
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| Keywords: | Xiamen international centre large mass concrete combinedfoundation slab concrete filled steel tubular column fondationdesign |
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