| 新型斜插式挖孔桩基础 |
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| 引用本文： | 刘宏滨.新型斜插式挖孔桩基础[J].广东电力,2006,19(12):66-68. |
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| 作者姓名： | 刘宏滨 |
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| 作者单位： | 广东省电力设计研究院,广州,510600 |
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| 摘 要： | 在地形较陡的山地架设送电线路，主柱加高基础一般采用挖孔桩基础。通过对直柱式挖孔桩基础和斜插式挖孔桩基础这两种基础型式进行技术及经济方案比较，得出结论：在采用加高2．5m挖孔桩基础时，斜插式挖孔桩基础更为安全、经济，具有良好的应用前景。
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| 关 键 词： | 基础 斜插挖孔桩 技术经济比较 |
| 文章编号： | 1007-290X(2006)12-0066-03 |
| 修稿时间： | 2006年6月16日 |
New-type inclined inserted excavation pile foundation |
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| LIU Hong-bin.New-type inclined inserted excavation pile foundation[J].Guangdong Electric Power,2006,19(12):66-68. |
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| Authors: | LIU Hong-bin |
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| Abstract: | In transmission line project on hilly land,excavation pile foundation is a common way for foundation with elevated main strut.This paper makes a technologic and economic comparison between straight-strut excavation pile foundation and inclined inserted excavation pile foundation,coming to the conclusion that for excavation pile foundation elevated by 2.5 m,inclined inserted excavation pile foundation is safer and more economical,thus having bright application prospects. |
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| Keywords: | foundation inclined inserted excavation pile technologic and economic comparison |
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