| 桩筏基础与格式基础的联合设计 |
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| 引用本文： | 沈鸣,李海. 桩筏基础与格式基础的联合设计[J]. 建筑结构, 1997, 0(4) |
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| 作者姓名： | 沈鸣 李海 |
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| 作者单位： | 安阳市建筑设计院 455000(沈鸣)，安阳市建筑设计院 455000(李海) |
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| 摘 要： | 通过对安阳市人民银行营业办公楼的体型特点进行基础方案比较,确定中段(16层)采用桩筏基础,两边段(5层)为格式基础,分离施工,待沉降趋于稳定后再做后浇带的联合设计方法.重点是加大筏底土的荷载分担作用,并符合沉降控制要求.与纯桩基方案相比施工快、效益好.
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| 关 键 词： | 联合设计 桩土分担荷载 沉降控制分析 |
The Joined Design of Piled Raft Foundation and Grid Foundation |
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| Shen Ming Li Hai. The Joined Design of Piled Raft Foundation and Grid Foundation[J]. Building Structure, 1997, 0(4) |
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| Authors: | Shen Ming Li Hai |
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| Affiliation: | Shen Ming Li Hai |
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| Abstract: | Comparing the foundation schemes for formative art characteristics of the Office Building of P.By Anyang City, we adopts a design method of separated construction, the middle part (16 floor) built on piled raft foundation while the two sides of building(5 floor) on grid foundation. After settlement of ground becomes steady, the tie plate pour of concrete is conducted. This method is to strengthen the function of the ground under the raft to burden loads and fit demand of controlling settlement. |
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| Keywords: | joined design sharing load pile ground analysis controlling the settlement |
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