| 基坑内偏位基桩的加固方法 |
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| 引用本文： | 韩爱民,肖军华.基坑内偏位基桩的加固方法[J].施工技术,2004,33(9):54-56. |
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| 作者姓名： | 韩爱民 肖军华 |
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| 作者单位： | 南京工业大学,江苏,南京,210009 |
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| 摘 要： | 介绍了南京河西某软土地基进行基坑开挖导致坑内静压桩基础发生不同程度偏位后,采用锚杆静压桩对破坏后的工程桩基础进行了补强施工,同时进行了施工过程的动态监控,目的是根据沉降结果随时指导锚杆静压桩的压桩顺序、封桩时机及信息化施工,保证补桩的科学性和建筑物的安全性。
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| 关 键 词： | 桩基倾斜 被动桩 锚杆静压桩补强 施工过程沉降监控 |
| 文章编号： | 1002-8498(2004)09-0054-03 |
| 修稿时间： | 2004年4月22日 |
Strengthening Methed of Deviated Foundation Piles in Foundation Pit |
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| HAN Ai-min,XIAO Jun-hua.Strengthening Methed of Deviated Foundation Piles in Foundation Pit[J].Construction Technology,2004,33(9):54-56. |
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| Authors: | HAN Ai-min XIAO Jun-hua |
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| Abstract: | In construction of a soft soil subgrade of the Hexi district of Nanjing,the excavation of the foundation ditch caused different degree deviations of the static pressure pile foundation in this ditch,engineers adopted anchor rod static pressure piles to strengthen broken project piles and dynamically monitored the construction process in order to time-guide the pressing sequence and pile-enclosing times according to sedimentation results,to realize the information construction and to ensure scientific pile-strengthening and safety of buildings. |
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| Keywords: | pile foundation inclination passive pile anchor rod static pressure pile strengthening sedimentation monitoring in construction process |
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