| 贵阳201大厦地下室及基础设计 |
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| 引用本文： | 许波,王兴法,林超伟,熊亮,李开伦,雷霆. 贵阳201大厦地下室及基础设计[J]. 建筑结构, 2012, 0(4): 109-112 |
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| 作者姓名： | 许波 王兴法 林超伟 熊亮 李开伦 雷霆 |
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| 作者单位： | 法国欧博建筑与城市规划设计公司;深圳市博艺建筑工程设计有限公司 |
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| 摘 要： | 贵阳201大厦采用支撑筒悬挂结构体系,塔楼高宽比较大,两层地下室有一面临空。在埋深不满足规范要求的情况下,通过加强地下室及基础刚度,加深嵌岩深度,同时控制基础底面不出现零应力区,来保证结构的安全。
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| 关 键 词： | 埋深 倾覆 筏形基础 钢管混凝土柱 |
Basement and foundation design for Guiyang 201 Building |
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| Xu Bo,Wang Xingfa,Lin Chaowei,Xiong Liang,Li Kailun,Lei Ting. Basement and foundation design for Guiyang 201 Building[J]. Building Structure, 2012, 0(4): 109-112 |
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| Authors: | Xu Bo Wang Xingfa Lin Chaowei Xiong Liang Li Kailun Lei Ting |
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| Affiliation: | 1,2(1 AUBE Conception Design Architecture Co.,Ltd.,Shenzhen 518053,China; 2 Shenzhen Boyi Construction Engineering & Design Co.,Ltd.,Shenzhen 518053,China) |
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| Abstract: | Supported-core suspension system is adopted for Guiyang 201 Building.The ratio of height to width of the building is big,and one side of the two-story basement is an empty space.When the embedment depth of the basement does not match the requirement of the Chinese building code,several special measurements were used to ensure the building safety,including increasing the stiffness of the basement and the foundation and the piles embedment depth into the rock.Through these special methods,tension zone did not appear under the mat foundation. |
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| Keywords: | embedment depth overturning mat foundation concrete-filled steel tubular column |
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