| 关于高层建筑筏形基础设计的探讨 |
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| 引用本文： | 朱钢. 关于高层建筑筏形基础设计的探讨[J]. 有色金属设计, 2006, 33(3): 22-25 |
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| 作者姓名： | 朱钢 |
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| 作者单位： | 广东省冶金建筑设计研究院,广东,广州,510080 |
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| 摘 要： | 指出近年来,筏形基础在高层建筑设计中日益受到青睐。它能结合地下室的埋深,充分利用天然地基建造补偿性基础,具有整体刚度好、能调整地基不均匀沉降的特点。笔者通过某高层建筑筏形基础的设计实践,对筏形基础的选型、地基承载力的确定方法、地基变形控制计算方法等主要问题,进行了探讨。
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| 关 键 词： | 高层建筑 桩基础 筏形基础 地基承载力 变形计算 |
| 文章编号： | 1004-2660(2006)03-0022-04 |
| 修稿时间： | 2006-06-11 |
Discussion on Mat Foundation Design of Tall Building |
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| ZHU Gang. Discussion on Mat Foundation Design of Tall Building[J]. Nonferrous Metals Design, 2006, 33(3): 22-25 |
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| Authors: | ZHU Gang |
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| Abstract: | The article points out that mat foundation wins a favor of all in the design of tall buildings because it can build up compensated foundation with entirety excellent rigidness on natural substratum in accordance with the buried depth of basement,and is able to adjust uneven sinking of the foundation.Based on the design of the mat foundation of a tall building,some major problems are analyzed and discussed in this article,such as mat foundation styles,determination of subgrade bearing capacity and calculation method of subsoil deformation control. |
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| Keywords: | Tall building pile foundation mat foundation subgrade bearing capacity deformation calculation |
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