Method for impact prevention when deep well thick coal seam complicated geological condition multi-factor-coupled high-stress region passing connection roadways

A technology with complex geological conditions and deep wells and thick coal seams, which is applied to drilling equipment and methods, ground mining, earthwork drilling and mining, etc., and can solve problems such as the inability to maintain a balanced and stable advancement of the working face, poor anti-scouring safety, and large deformation

Active Publication Date: 2019-12-03
LONGKOU MINING GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The purpose of the present invention is to provide a method for anti-scouring of crossing lanes in the complex geological conditions of deep wells, thick coal seams, multi-factor coupling and high stress areas, so as to solve the problems of faults, anticline structures, roadway cutting, etc. Affected by multiple factors, the stress is highly concentrated. When the working face advances to the connecting roadway, under the joint influence of multiple factors such as the leading bearing pressure of the working face, the lateral bearing pressure of the goaf, and the structural stress, it is very easy to induce rock burst. In the hazard analysis, due to the influence of residual abutment pressure in the goaf of the working face, shear stress is likely to be formed on the slope of the anticline, which is the main factor for the anticline structure to induce rock burst, and large deformation is likely to occur at the top of the anticline , with the advancement of the working face, the area of ​​the island coal body gradually shrinks, and at the same time, affected by the mining, the stress of the fault structure is released. Therefore, due to the joint action of the two factors, the pressure on the island coal body continues to increase. When the working face is mined, The advanced bearing pressure of the working face and the concentrated stress formed by the two faults are gradually superimposed, forming a concentrated high stress, which cannot maintain a balanced and stable advancement of the working face, and the safety of anti-scouring is poor

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0034] S1: Rework of connection roadway: Rework and roof reinforcement of the connection roadway were carried out in advance, and partial undercover and roof lifting were carried out to ensure the height of the roadway to be 3.5m;

[0035]S2: Roof reinforcement: The roof is reinforced with Ф21.6 anchor cables and 2.4m T-shaped steel belts. The T-shaped steel belts are arranged in a step-like manner along the direction of the roadway, perpendicular to the original roadway support W steel belts, and each steel belt is equipped with 3 anchors Anchor cables are used for anchoring, the row spacing between anchor cables is 0.9m*2.0m, and anchor cable pallets of 300×300×16mm are used for anchoring;

[0036] S3: Reinforced support: wooden piles are built within 10m at both ends, and 5 wooden piles at each end are filled with gangue bags. The distance between wooden piles in the middle is 15m each. There are two slab girders on each floor, and the uppermost slab girder shall be connect...

Embodiment 2

[0045] The maximum influence range of the leading abutment pressure reaches 220m when the working face passes through the tie-way, which is much larger than 120m during the period of the comparison ratio. However, there is no 10 5 J event, appear 10 4 J event 8 times, maximum energy event 4.5*10 4 J, the number and energy of events are much smaller than the period of over-contrast ratio;

[0046] During the time when the working face passes through the connecting lane, there are early warnings of individual stress monitoring points in the two troughs, but there are no simultaneous early warnings of multiple sets of stress gauges when there is no comparison ratio;

[0047] Compared with the average advance speed of 3 knives per day during the implementation period, the advancing speed during the passage of the connecting lane was basically maintained at 4 knives per day, an average of one more knives per day was advanced, the output was increased by 2100 tons, the economic ben...

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Abstract

The invention belongs to the technical field of mine coal mining impact-prevention management, and particularly discloses a method for impact prevention when a deep well thick coal seam complicated geological condition multi-factor-coupled high-stress region passing connection roadways. The method includes the following steps that S1: repair of the connection roadway: repair and roof reinforcementwork is performed on the connection roadway in advance, and dinting and roof brushing are performed locally. By the aid of the method for impact prevention when the deep well thick coal seam complicated geological condition multi-factor-coupled high-stress region passing the connection roadways, the effective pressure-relief protection zone is formed in advance, the low-stress state of the working surface is guaranteed, the goaf side abutment pressure influence is reduced, the low-stress state nearby the working surface is guaranteed, side coal body blasting is implemented 150 m before and behind two crossheading connection roadways, the coal body stress is reduced, deep large-diameter pressure-relief holes are constructed in the connection roadways towards the working surface in advance,the pressure-relief holes are cut through in advance, the coal pillar stress between the connection roadways and the working surface is reduced, and adhesive tape crossheadings of the working surfaceare all supported by fore supports for the first time.

Description

technical field [0001] The invention relates to the technical field of coal mining anti-scour control technology in mines, in particular to a method for anti-scour of crossing lanes in deep mines, thick coal seams, complex geological conditions, multi-factor coupling and high stress areas. Background technique [0002] Coal mines are areas where human beings exploit coal resources in coal-rich mining areas. They are generally divided into underground coal mines and open-pit coal mines. When the distance to the surface is very short, it is generally chosen to directly strip the surface soil layer to excavate coal. This is an open-pit coal mine. Most of the coal mines in my country belong to underground coal mines, usually including roadways, shafts and mining faces, among which deep shafts and thick coal seams are Refers to the coal seam mined above 3.5m by underground mining and above 10m by open-pit mining. [0003] The connection roadway is a structural form used in conjunc...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21C41/18E21F17/18E21F17/00E21D20/00E21B7/00
CPCE21B7/00E21C41/18E21D20/00E21F17/00E21F17/18
Inventor 赵忠显王永吴广彬徐晓利王维斌
Owner LONGKOU MINING GRP
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