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Method for reconstructing top plate and bottom plate double limestone water-bearing strata through double-layer multiple branch consequent layer drilling grouting

A layered drilling and multi-branch technology, applied in drainage, earthwork drilling, wellbore lining, etc., can solve the problems of limited underground space, mining without water inrush at the working face, and large amount of construction engineering, and achieve comprehensive water control. Low cost, less roof drainage, and obvious economic benefits

Active Publication Date: 2017-07-14
山东省邱集煤矿有限公司
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Problems solved by technology

[0003] At present, the domestic floor limestone confined water treatment technology is more mature. The surface grouting station is used to pre-grout the floor limestone through the grouting pipeline and the grouting hole in the underground working face, and to fill the karst cracks and conduits of the floor limestone aquifer. Water fissures replace the water in the thin limestone and cut off the water supply channel, so that the injected aquifer is transformed into a weak or non-aqueous layer, and the mining of the working face without water inrush has achieved good results, such as Feicheng, Shandong, Yongcheng, Jiaozuo, Henan and other mining areas, but the disadvantage of this method is that the underground space is limited, the drilling distance is short, the construction volume is large, the cost per ton of coal is high, and the safety factor is relatively low
[0004] The technology of horizontal drilling on the ground to control the thin layer of limestone on the floor only solves the mining of the mine layer threatened by the water of the thin layer of limestone on the floor, but for the mining of the mine layer with double threats on the roof and floor, it is necessary to drill holes on the ground facing the aquifer of the roof and the floor, and the cost High and occupy a lot of land
[0005] For mine seams that are threatened by water hazards in double limestone aquifers on the roof and floor, such as coal 11 in the North Yellow River Coalfield, the floor is threatened by Xu ash and Austrian ash confined water, the roof is threatened by four or five ash water, and the hydraulic pressure of the roof and floor aquifers Close connection, due to the hydraulic connection between roof water and Austrian ash, it is difficult to drain, the cost of drainage is high, the waste of groundwater resources is economically unreasonable, and it has been difficult to mine, resulting in sluggish resources

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  • Method for reconstructing top plate and bottom plate double limestone water-bearing strata through double-layer multiple branch consequent layer drilling grouting
  • Method for reconstructing top plate and bottom plate double limestone water-bearing strata through double-layer multiple branch consequent layer drilling grouting
  • Method for reconstructing top plate and bottom plate double limestone water-bearing strata through double-layer multiple branch consequent layer drilling grouting

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Embodiment Construction

[0029] Specific embodiments of the present invention are provided below, and it should be noted that the present invention is not limited to the following specific embodiments, and all equivalent transformations done on the basis of the technical solutions of the present application all fall within the scope of protection of the present invention.

[0030] A double-layer, multi-branch drilling and grouting method for reforming the double limestone aquifer on the roof and floor, comprising the following steps:

[0031] (1) Drilling and deflection: Survey the target ground, select a suitable location on the ground as the construction point, set the drilling parameters, use oil drills to drill downwards, and start construction when the drilling reaches the Quaternary strata 1 Section 2, when the build-up section 2 enters the bedrock 9, the next-level casing, in this embodiment, the next-level casing is preferably 10 meters after the build-up section 2 enters the bedrock 9;

[003...

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Abstract

The invention belongs to the field of mine water prevention and control and particularly relates to a reconstruction method for a seam which is threatened by double limestone water damage of a top plate and a bottom plate. Compared with original technologies of top and bottom plate reinforced grouting, downhole reinforced grouting and ground horizontal drilling treating coal seam bottom plate thin layer limestone by using ground vertical boreholes, according to the technology of the invention, advanced type high pressure grouting is conducted on a target layer by using a petroleum drilling machine to construct double-layer multiple branch consequent layer drilling, so that a coal seam top plate and bottom plate limestone water-bearing strata is reconstructed, and safe coal seam exploitation is realized. By means of the mode, the effects that the range of covering the target layer is wide, the hole drilling engineering amount is small, top plate and bottom plate holes share the same opening section, the cost of top plate water drainage is low, work of bottom plate reinforcement and reconstructing and water prevention and control conducts in advance are realized, and finally, the top plate is reconstructed into a weak water-bearing rock strata or a water-free rock strata and the bottom plate is reconstructed into a water-resisting strata. The technology can also be applied to mines, such as iron mines or nonmetal mines, which are threatened by double water damage of the top plate and the bottom plate, so that safe and economic resource exploitation is realized.

Description

technical field [0001] The invention belongs to the field of mine water prevention and control, and in particular relates to a mine layer reconstruction method threatened by double limestone water damage on the roof and the bottom plate. Background technique [0002] In some mining areas of the North China type coalfield, there is a relatively stable Xujiazhuang thin-bedded limestone aquifer in the Benxi Group, and the distance between Austrian ash and Xu ash in some mining areas is small (for example, 10-16m in the Feicheng mining area, about 15m in the Jingxing mining area, and 7 m in the North Yellow River coalfield. -10m) or there are thinning zones, structural fracture zones, and water-conducting fissure zones, so that the hydraulic relationship between the two is close, and they are actually a water-bearing body macroscopically. [0003] At present, the domestic floor limestone confined water treatment technology is more mature. The surface grouting station is used t...

Claims

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Application Information

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IPC IPC(8): E21D11/38E21D11/10E21F16/00
CPCE21D11/10E21D11/38E21F16/00
Inventor 武善元王凯
Owner 山东省邱集煤矿有限公司
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