| 软土地区偏斜预应力管桩的处理 |
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| 引用本文： | 陈荣保.软土地区偏斜预应力管桩的处理[J].山西建筑,2006,32(1):104-105. |
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| 作者姓名： | 陈荣保 |
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| 作者单位： | 广东工业大学 |
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| 摘 要： | 通过软土地区偏斜预应力管桩实例，分析造成该工程管桩偏斜的原因，根据管桩的地质情况和偏斜度的不同，采用在管桩桩芯孔内灌注钢筋混凝土桩芯或灌注钢管混凝土桩芯、新增锚杆静压桩的不同方法进行加固处理，取得了较好的效果。
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| 关 键 词： | 锚杆静压桩 加固处理 缺陷桩 |
| 文章编号： | 1009-6825(2006)01-0104-02 |
| 收稿时间： | 2005-08-30 |
| 修稿时间： | 2005年8月30日 |
Deviation treatment of the prestressed pipe pile in soft soil region |
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| CHEN Rong-bao.Deviation treatment of the prestressed pipe pile in soft soil region[J].Shanxi Architecture,2006,32(1):104-105. |
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| Authors: | CHEN Rong-bao |
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| Affiliation: | CHEN Rong-bao |
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| Abstract: | Taking practical prestressed pipe pile as example the reasons caused the deviation of pipe piles are analyzed; at the same time according to the various geological conditions and deviation degrees different strengthening treatments are introduced, which include adding reinforced concrete core, pouring concrete-filled steel tubes and static-bolt pile and acquire good treatment effect. |
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| Keywords: | static-bolt pile strengthening treatment defect pile |
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