| 霍州白龙矿380水平副暗斜井注浆堵水工程 |
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| 引用本文： | 段长营,吴志臣.霍州白龙矿380水平副暗斜井注浆堵水工程[J].河北能源职业技术学院学报,2002,2(3):60-63. |
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| 作者姓名： | 段长营 吴志臣 |
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| 作者单位： | 开滦集团公司地矿工程公司,河北,唐山,063000 |
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| 摘 要： | 白龙煤矿380水平副暗斜井246米迎头处遇断层及陷落柱复合构造，发生大突水，巷道与断层下盘的K4石灰岩含水层直接对接，实施巷道堵水工程。
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| 关 键 词： | 断层 陷落柱 灰岩 注浆 |
| 文章编号： | 1671-3974(2002)03-0060-04 |
| 修稿时间： | 2002年3月13日 |
Blocking Water grouting at subincilined sheft of 380kevek if Bailong Colleng |
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| DUAN Chang-Ying,WU Zhi-chen.Blocking Water grouting at subincilined sheft of 380kevek if Bailong Colleng[J].Journal of Hebei Energy Institute of Vocation and Technology,2002,2(3):60-63. |
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| Authors: | DUAN Chang-Ying WU Zhi-chen |
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| Institution: | DUAN Chang-Ying WU Zhi-chen |
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| Abstract: | As the internal inclined shaft of 246 metre long has been deiven along the 380 level, a Combined Structure of fault are! Subsided Column was encountered, and Sudden flooding took place then. That was because the shaft directly linked with the footwall of the fault, which was water-bearing bed of k4 live stone. It is necessary to block the water irruptor. |
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| Keywords: | faunt subsided Column limestone grouting |
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