| 钢筋混凝土灌注桩后压浆作用机理及应用 |
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| 引用本文： | 史华伟,胡辰锁.钢筋混凝土灌注桩后压浆作用机理及应用[J].山西建筑,2006,32(12):77-78. |
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| 作者姓名： | 史华伟 胡辰锁 |
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| 作者单位： | 王孝雄建筑设计事务所 |
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| 摘 要： | 从地层选择和后压浆作用机理两方面介绍了钢筋混凝土灌注桩后压浆技术，并结合实际工程。阐明了后压浆是提高钢筋混凝土灌注桩单桩竖向承载力的有效措施，取得了显著的技术效果和经济效益。
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| 关 键 词： | 后压浆技术 灌注桩 竖向承载力 |
| 文章编号： | 1009-6825（2006）12-0077-02 |
| 收稿时间： | 2005-12-14 |
| 修稿时间： | 2005年12月14 |
Impacting mechanism and technique application of post-grouting of bored reinforced concrete pile |
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| SHI Hua-wei,HU Chen-suo.Impacting mechanism and technique application of post-grouting of bored reinforced concrete pile[J].Shanxi Architecture,2006,32(12):77-78. |
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| Authors: | SHI Hua-wei HU Chen-suo |
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| Affiliation: | SHI Hua-wei HU Chen-suo |
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| Abstract: | In considering various soil layers' situation and their respective functional mechanism,this paper presents a bored reinforced concrete pile post-grouting technology.Satisfactory improvement of singular pole verticalbearing capacity resulting from both theoretical analysis and practical construction projects suggests that the application of this technology may achieve remarkable benefits both technically and economically. |
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| Keywords: | post-grouting technology bored pile vertical-bearing capacity |
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