| 上海高层建筑基础设计 |
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| 引用本文： | 郑华山.上海高层建筑基础设计[J].建筑结构,2006,36(4). |
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| 作者姓名： | 郑华山 |
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| 作者单位： | 山东省建筑设计研究院,济南,250001 |
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| 摘 要： | 依据上海地基基础设计规范(DGJ08—11—1999)和《高层建筑混凝土结构技术规程》(JGJ3—2002),结合多年的工程经验,详细阐述了在上海地区进行高层建筑基础设计时结构方案的选择,筏形基础设计与计算,主楼与裙房间是否要设永久沉降缝,桩基础的设计,以及基础沉降计算等常见问题。
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| 关 键 词： | 高层建筑 基础设计 筏形基础 单桩 竖向承载力 极限承载力 |
Base Design of High-rise Building in Shanghai |
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| Zheng Huashan.Base Design of High-rise Building in Shanghai[J].Building Structure,2006,36(4). |
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| Authors: | Zheng Huashan |
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| Abstract: | Some base deign problems of Shanghai high-rise building are presented.The design and calculation of raft foundation,the topic of whether to remain the permannent building separation for settlement between mair buildings and podiums,the piling design,and calculation for base settlement are introduced.It can be referred for similar engineering. |
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| Keywords: | high-rise building foundation design raft foundation pile vertical bearing capacity ultimate bearing capacity |
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