| 梧村山隧道穿越楼房过程中注浆关键技术运用研究 |
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| 引用本文： | 牟松.梧村山隧道穿越楼房过程中注浆关键技术运用研究[J].隧道建设,2010,30(4):451-455. |
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| 作者姓名： | 牟松 |
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| 作者单位： | 中铁隧道集团科学研究所,河南,洛阳,471009 |
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| 摘 要： | 重点介绍厦门市机场路一期工程（仙岳路—演武大桥段）梧村山隧道穿越并保护34#楼的施工过程中注浆技术,尤其是钻杆后退式注浆、跟踪注浆等技术的运用，成功解决了大跨隧道安全下穿地表建筑的技术难题，分析和总结了通过注浆技术解决类似工程的一些施工经验，以期供同行参考。
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| 关 键 词： | 隧道 穿越楼房 注浆技术 房屋保护 钻杆后退式注浆 跟踪注浆 |
| 收稿时间： | 2010-02-20 |
| 修稿时间： | 2010-07-01 |
Study on Key Grouting Technology for Wucunshan Tunnel
Passing underneath Buildings |
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| MU Song.Study on Key Grouting Technology for Wucunshan Tunnel
Passing underneath Buildings[J].Tunnel Construction,2010,30(4):451-455. |
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| Authors: | MU Song |
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| Affiliation: | Scientific Research Institute under China Railway Tunnel Group, Luoyang 471009, Henan, China |
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| Abstract: | The grouting technology adopted during the construction of Wucunshan tunnel so as to protect No. 34 building is presented. The technology of grouting as drill rod withdraws and tracing compensation grouting are focused. The grouting experience is summarized. The paper can be served as reference for similar projects in the future. |
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| Keywords: | tunnel passing underneath buildings grouting technology building protection grouting as drill rod withdraws tracing compensation grouting |
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