| 高低层连体建筑物地基基础设计 |
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| 引用本文： | 郑希明,李璟.高低层连体建筑物地基基础设计[J].工程建设与设计,2011(5):119-121. |
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| 作者姓名： | 郑希明 李璟 |
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| 作者单位： | 中国中元国际工程公司,北京,100089 |
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| 摘 要： | 结合工程实例,分析了基础按地基变形规定控制设计时的应对措施,高层主体下采用复合地基处理,并基于变刚度调平理论据上部荷载分布调整置换率以使沉降均匀,低层部分采用独立基础＋防水板的形式来控制与高层主体的差异沉降。
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| 关 键 词： | 差异沉降 沉降估算 素混凝土桩复合地基 变刚度调平 独立基础＋防水板 |
Subgrade Design of High-low Incorporated Building |
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| ZHENG Xi-ming,LI Jing.Subgrade Design of High-low Incorporated Building[J].Construction & Design for Project,2011(5):119-121. |
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| Authors: | ZHENG Xi-ming LI Jing |
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| Affiliation: | ZHENG Xi-ming,LI Jing (China IPPR International Engineering Corporation,Beijing 100089,China) |
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| Abstract: | With practical examples,corresponding measures are analyzed about foundation design which is controlled by allowed settlement.Composite foundation used under higher part of building,and based on variable rigidity leveling theory,adjust soil exchange rate to make the settlement even according to the load distribution of the upper part,isolated foundation and waterproof board used with the lower part of the building to control difference settlement with main body. |
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| Keywords: | difference settlement settlement estimation composite foundation of cast-in-place pile variable rigidity leveling theory isolated foundation and waterproof board |
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