| 两塔楼整体基础的差异沉降控制 |
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| 引用本文： | 薛凤飞.两塔楼整体基础的差异沉降控制[J].城市建筑,2014(27):131-131. |
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| 作者姓名： | 薛凤飞 |
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| 作者单位： | 扬州市建筑设计研究院有限公司 |
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| 摘 要： | 对于大底盘多塔楼建筑的整体基础设计，在基础内形成应力差异很大的多个区域。本文通过控制总体沉降、变形协调和整体倾斜等变形指标满足规范及使用要求，搜集邻近建筑的沉降观测资料，通过合理布桩、设置沉降后浇带等予以解决。
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| 关 键 词： | 大底盘 塔楼 桩基础 沉降后浇带 |
Differences in Settlement Control of the Overall Foundation of Two Towers |
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| Xue Fengfei.Differences in Settlement Control of the Overall Foundation of Two Towers[J].Urbanism and Architecture,2014(27):131-131. |
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| Authors: | Xue Fengfei |
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| Affiliation: | Xue Fengfei |
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| Abstract: | There formed stress dif erences of large area s within the foundation about the overal design of multi tower building foundation. In this paper, the control of the overal set lement, deformation coordination and overal tilt deform-ation indexes, meet the requirements and the use of standard. Col ect the set lement observation data of the adjacent buil-dings, through reasonable arrangement of piles, set lement and post pouring belt was set to solve problems. |
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| Keywords: | large chassis building tower pile foundation se-t lement of post pouring belt |
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