| 预应力管桩偏位处理方案 |
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| 引用本文： | 范晓,屈妍,马宏达.预应力管桩偏位处理方案[J].宁波大学学报(理工版),2006,19(4):529-531. |
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| 作者姓名： | 范晓 屈妍 马宏达 |
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| 作者单位： | 宁波大学,建筑设计研究院,浙江,宁波,315211 |
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| 摘 要： | 预应力管桩成桩质量好，承载力高，基础造价低，但在复杂地质情况下易出现断桩、弯桩及斜桩现象．结合某工程实例，通过对断桩、弯桩及斜桩的分析，提出了对类似管桩问题的处理办法．
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| 关 键 词： | 预应力 混凝土管桩 断桩 弯桩 斜桩 |
| 文章编号： | 1001-5132(2006)04-0529-03 |
| 收稿时间： | 2006-08-01 |
| 修稿时间： | 2006年8月1日 |
Treatment Measure for Broken Concrete Pile |
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| FAN Xiao,QU Yan,MA Hong-da.Treatment Measure for Broken Concrete Pile[J].Journal of Ningbo University(Natural Science and Engineering Edition),2006,19(4):529-531. |
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| Authors: | FAN Xiao QU Yan MA Hong-da |
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| Abstract: | The concrete pile has a variety of desired characteristics such as high bearing capacity, low PC cost and good quality, But in the most case of complex ground, the PC has the tendency to being broken, bent and sloped when hammered, The solutions to these problems are presented through a real engineering case study, and the treatment cost is proven to be low. |
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| Keywords: | pretressed concrete pile broken bent sloped |
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