| 上海莲花河畔景苑7号楼整体倾覆原因分析 |
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| 引用本文： | 宋洁人.上海莲花河畔景苑7号楼整体倾覆原因分析[J].建筑技术,2010,41(9):843-846. |
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| 作者姓名： | 宋洁人 |
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| 作者单位： | 浙江大学建筑工程学院,杭州310058 |
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| 摘 要： | 基于结构概念设计理念和土木工程施工原理,从工程地质情况、预应力管桩基础、南侧基坑开挖降水和土体压力差等方面分析上海莲花河畔景苑小区7号楼整体倾覆的机理和主要原因,提出板式高层住宅应设置地下室、应采用正确的施工程序等经验和教训。
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| 关 键 词： | 高层住宅 建筑物倾覆 管桩基础 |
ANALYSIS ON REASONS FOR INTEGRAL COLLAPSE OF SHANGHAI LOTUS RIVER GARDEN NO.7 BUILDING |
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| SONG Jie-ren.ANALYSIS ON REASONS FOR INTEGRAL COLLAPSE OF SHANGHAI LOTUS RIVER GARDEN NO.7 BUILDING[J].Architecture Technology,2010,41(9):843-846. |
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| Authors: | SONG Jie-ren |
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| Affiliation: | SONG Jie-ren (College of Civil Engineering and Architecture, Zhejiang University, 310058,Hangzhou,China) |
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| Abstract: | Based on structural design concept and civil engineering construction principle, the mechanism and primary reasons for the integral collapse of Shanghai various aspects, such as engineering geological Lotus River Garden No.7 Building are analyzed on conditions, prestress tubular pile foundation, excavation water level lowering in the south foundation pit and pressure difference of soil, etc. It is proposed and that basement shall be set in flat-type high-rise residential buildings and correct construction procedures shall be adopted. |
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| Keywords: | high-rise residential building building collapse tubular pile foundation |
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