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Ground drilling and grouting treatment method for deep mining seam floor limestone water damage

A technology for drilling grouting and deep mining of coal seams, which is applied in directional drilling, earthwork drilling, wellbore/well components, etc. It can solve water inrush accidents, limited range of slurry diffusion, and difficulty in ensuring large cracks are filled and other problems, to achieve the effect of preventing water inrush, improving strength and water-proof performance, and having a large range

Inactive Publication Date: 2017-03-29
HUAIBEI MINING IND +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] In the process of coal mining, faults and their sides are often associated with and derived structural fissures, which are often in the same direction as the faults, forming structural fault zones. The water volume is large and stable; during the formation of folds under the action of horizontal stress, a series of secondary structures are associated and derived, mainly joints and cleavage structures. The tension on the outside is dominated by tension joints, the core is strongly squeezed, and axial cleavage is developed. The coal seam floor has three ash dissolution cracks, fracture zones, fault water conduction zones, water-rich areas, and special vertical water conduction zones in the Taiyuan Formation. Structural areas, especially vertical water-conducting faults and fold axial fissures are the focus of coal seam floor water hazards. This area has a direct hydraulic connection with the Austrian ash downward and receives a large amount of supply from the Austrian ash water. The upward high water pressure 1. Strong water content threatens the mining fracture floor of the coal seam. The existing technology adopts drilling and grouting in the coal mining roadway. This treatment method is directly carried out underground, and the drilling process may lead to water gushing accidents. , the downhole drilling grouting is atmospheric pressure grouting, the range of grout diffusion is limited, it is difficult to ensure that large cracks can be filled

Method used

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  • Ground drilling and grouting treatment method for deep mining seam floor limestone water damage
  • Ground drilling and grouting treatment method for deep mining seam floor limestone water damage

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Effect test

Embodiment 1

[0022] The present invention relates to a ground drilling and grouting control method for limestone water damage on the floor of deep mining coal seams, which comprises vertical drilling on the ground to form a vertical section of the drilling hole, and the vertical section of the drilling hole to the vertical section of the drilling along the bedding and then along the bedding. The bedding section of the borehole in the axial cracks of faults and folds, where the bedding section of the borehole is perpendicular to the maximum horizontal principal stress, and the suspected water outlet point of the limestone on the coal seam floor is filled by drilling grouting; the bedding section of the borehole is set in the middle of the three ash , so that the bedding near-horizontal boreholes are in contact with more interlayer structural surfaces; the boreholes also have multiple branch holes, which vertically intersect with the axis traces of faults and folds and pass through faults and ...

Embodiment 2

[0026] figure 1 , figure 2 Respectively, a schematic diagram of a ground drilling and grouting treatment method for deep mining coal seam floor limestone water damage of the present invention; a ground drilling and grouting treatment method for deep mining coal seam floor limestone water damage of the present invention as shown in the figure , the drill hole penetrated the fault, and the slurry spread along the fault for a distance of 60m.

Embodiment 3

[0028] The slurry pressure is 8MPa, and the slurry diffusion radius along the layer is 35m.

[0029] When the grouting pressure reaches 8-10MPa, the diffusion distance can reach 100-150m; the diffusion radius of low grouting pressure grout is small, and when the grouting pressure reaches 10MPa, the diffusion radius is about 50m.

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Abstract

The invention discloses a ground drilling and grouting treatment method for deep mining seam floor limestone water damage. According to the method, a drilling vertical section formed by vertical drilling on the ground, a communication vertical fault drilled along the bedding after the drilling vertical section reaches the bedding, and a drilling bedding section of cracks of a fold axis portion are included, wherein the drilling bedding section is perpendicular to the maximum horizontal principal stress, and a limestone suspected water drainage point of a seam floor is filled through drilling and grouting. By the adoption of the technical scheme, the ground directional bedding is drilled and grouted till a fault and the fold axis portion are perpendicular to the maximum horizontal principal stress; as for a fracture-cavity type floor thin limestone grouting target stratum with both the transverse water guide difference and the longitudinal water guide difference being great, drilling is conducted along the vertical cracks so as to communicate more faults with the cracks of the fold axis portion to obtain a better diffusion radius, and the utilization rate of grouting slurry at high pressure is high; and the diffusion range of the slurry is wide, it is ensured that greater cracks can be tamped, the physical and mechanical property of a floor strata can be effectively changed after reinforcement, the strength and water isolating performance are improved, and water inrush is effectively prevented.

Description

technical field [0001] The invention belongs to the field of coal mining, and more specifically, the invention relates to a ground drilling and grouting control method for limestone water damage on the floor of a deep mining coal seam. Background technique [0002] In the process of coal mining, faults and their sides are often associated with the development of derived structural fissures, which are often in the same direction as the faults, forming structural fault zones. The water volume is large and stable; during the formation of folds under the action of horizontal stress, a series of secondary structures are associated and derived, mainly joints and cleavage structures. The tension on the outside is dominated by tension joints, the core is strongly squeezed, and axial cleavage develops. The coal seam floor has three ash dissolution cracks, fracture zones, fault water conduction zones, water-rich areas and special vertical water conduction zones in the Taiyuan Formatio...

Claims

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Application Information

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IPC IPC(8): E21B7/04E21B33/13
CPCE21B7/04E21B33/13
Inventor 倪建明郑士田王大设石志远聂峰王宇航
Owner HUAIBEI MINING IND
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