Method for mining ultra-thick coal seam by utilizing goaf solid backfilling technique

Abstract

A method for mining an ultra-thick coal seam by utilizing a goaf solid backfilling technique is suitable for mining an ultra-thick coal seam having a thickness of 25 m-45 m. According to the method, the ultra-thick coal seam is sliced into three slices, i.e. an upper slice, a middle slice and a lower slice. First, the middle slice is subjected to solid backfilling and mining. Metal meshes are paved along a working face of the floor. The backfilling layer serves as an artificial floor for mining the upper slice and an artificial roof for mining the lower slice. Then, the upper slice is mined by the top coal caving mining based on the artificial floor formed by backfilling the goaf of the middle slice. Finally, the lower slice is mined by the top coal caving mining along the coal seam floor with the shield of the artificial roof.

Claims

1. A method for mining an ultra-thick coal seam by utilizing a goaf solid backfilling technique, comprising: a. slicing the ultra-thick coal seam into three mining slices from top to bottom, wherein the three slices are an upper slice, a middle slice, and a lower slice respectively; b. first, mining the middle slice, wherein mining the middle slice comprises: arranging a solid dense backfilling coal mining working face in the middle slice for stoping, paving metal meshes along a floor in a process of moving a hydraulic support through a step distance, connecting adjacent metal meshes by iron wires at an interval corresponding to the step distance, backfilling a goaf with solids, and tamping the solids until a backfilling and a mining of the middle slice are completed to form a backfilling layer, wherein the backfilling layer serves as an artificial floor of the upper slice and an artificial roof of the lower slice in the mining; c. next, mining the upper slice, wherein mining the upper slice comprises: arranging a top coal caving working face of the upper slice for stoping, based on the artificial floor formed by backfilling the goaf in the middle slice, wherein top coals break and fall down as the top coal caving working face of the upper slice moves forward, and the top coals exit from a coal caving port of a fully mechanized top coal caving hydraulic support and are delivered out from the top coal caving working face of the upper slice by a conveyor located at a rear part of the fully mechanized top coal caving hydraulic support, and the backfilling layer is further tamped by fallen waste rocks and an overlying rock strata; d. subsequently, mining the lower slice, wherein mining the lower slice comprises: arranging a top coal caving working face of the lower slice along a floor of the ultra-thick coal seam for stoping, under a shield of the artificial roof formed by backfilling the goaf in the middle slice, wherein top coals break and fall down as the top coal caving working face of the lower slice moves forward, and the top coals exit from the coal caving port of the fully mechanized top coal caving hydraulic support and are delivered out from the top coal caving working face of the lower slice by the conveyor located at the rear part of the fully mechanized top coal caving hydraulic support, wherein clay is added into a solid backfilling material of the middle slice.

2. The method for mining the ultra-thick coal seam by utilizing the goaf solid backfilling technique according to claim 1, wherein coal ash or a mixture of cohesive materials is added into the solid backfilling material of the middle slice to account for more than 30% of the solid backfilling material.

3. The method for mining the ultra-thick coal seam by utilizing the goaf solid backfilling technique according to claim 1, wherein the ultra-thick coal seam has a thickness of 25 m-45 m.

4. The method for mining the ultra-thick coal seam by utilizing the goaf solid backfilling technique according to claim 1, wherein in step a, the upper slice, the middle slice and the lower slice are sliced according to an analysis of a coal seam thickness, a coal hardness, roof and floor conditions, and technical parameters of a mining equipment of the ultra-thick coal seam.

5. The method for mining the ultra-thick coal seam by utilizing the goaf solid backfilling technique according to claim 4, wherein for the top coal caving working face of the upper slice, a coal mining height of the upper slice ranges from 3 m to 5 m and a coal caving height of the upper slice ranges from 7 m to 15 m; for the solid dense backfilling coal mining working face of the middle slice, a coal mining height of the middle slice ranges from 2 m to 3 m; and for the top coal caving working face of the lower slice, a coal mining height of the lower slice ranges from 3 m to 7 m, and a coal caving height of the lower slice ranges from 10 m to 15 m.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) FIG. 1 is a cross-sectional schematic diagram showing the backfilling and mining in the middle slice of the coal seam of the present invention;

(2) FIG. 2 is a cross-sectional schematic diagram showing the top coal caving mining in the upper slice of the coal seam of the present invention;

(3) FIG. 3 is a cross-sectional schematic diagram showing the top coal caving mining in the lower slice of the coal seam of the present invention;

(4) FIG. 4 is an enlarged view of a portion A in FIG. 1;

(5) FIG. 5 is an enlarged view of a portion B in FIG. 2; and

(6) FIG. 6 is an enlarged view of a portion C in FIG. 3.

(7) In the figures,

(8) 1: coal seam roof, 2: upper slice, 3: middle slice, 4: lower slice, 5: coal seam floor, 6: backfilling fully-mechanized top coal caving hydraulic support, 7: bottom unloading conveyor, 8: tamping machine, 9: metal mesh, 10: solid backfilling material, 11: fully-mechanized top coal caving hydraulic support, 12: coal caving port, 13: scraper conveyor, and 14: overlying rock strata.

DETAILED DESCRIPTION OF THE EMBODIMENTS

(9) The present invention will be described in detail hereinafter with reference to the drawings.

(10) A method for mining an ultra-thick coal seam by utilizing a goaf solid backfilling technique includes the following steps.

(11) As shown in FIGS. 1-3, step a includes: slicing the ultra-thick coal seam into three mining slices from top to bottom, namely, an upper slice 2, a middle slice 3 and a lower slice 4. The slices are reasonably sliced according to an analysis of a coal seam thickness, a coal hardness, roof and floor conditions, and technical parameters of a mining equipment of the ultra-thick coal seam.

(12) The upper slice is a fully-mechanized top coal caving working face, the middle slice is a solid backfilling working face, and the lower slice is a fully-mechanized top coal caving working face.

(13) Preferably, the method of the present invention can stope an ultra-thick coal seam resource having a thickness of 25 m-45 m. For the top coal caving working face 2 of the upper slice, a coal mining height ranges from 3 m to 5 m and a coal caving height ranges from 7 m to 15 m. For the solid dense backfilling coal mining working face 3, a coal mining height ranges from 2 m to 3 m. For the top coal caving working face 4 of the lower slice, a coal mining height ranges from 3 m to 7 m, and a coal caving height ranges from 10 m to 15 m. As shown in FIG. 1 and FIG. 4, the step b includes: mining the middle slice 3 first. A solid dense backfilling coal mining working face is arranged in the middle slice 3 for stoping. Metal meshes 9 are paved along a floor in a process of removing a hydraulic support 6. Adjacent metal meshes with an interval of a step distance are connected by iron wires. A goaf is backfilled with solids, and the solids are tamped until a backfilling and a mining of the middle slice are completed. A backfilling layer respectively serves as an artificial floor and an artificial roof in the mining of the upper slice and the lower slice. Coal ash, clay, or a mixture of these cohesive materials is added into a solid backfilling material 10 of the middle slice to account for more than 30% of the solid backfilling material. The combination of the metal mesh 9 and the cohesive material makes the backfilling layer of the middle slice more integral and flexible, and the backfilling layer can serve as an artificial floor for the mining of the upper slice and an artificial roof for the mining of the lower slice.

(14) As shown in FIG. 2 and FIG. 5, the step c includes: mining the upper slice 2, subsequently. A top coal caving working face is arranged for stoping, based on the artificial floor formed by backfilling the goaf in the middle slice 3. The top coals are broken and fall down as the working face moves forward, and the broken coals exit from a coal caving port 12 of a fully mechanized top coal caving hydraulic support 11. The shielding support of the fully mechanized top coal caving hydraulic support 11 supports against the fallen waste rocks of the overlying strata in an inclined manner. The fallen top coals are delivered out from the working face by the scraper conveyor 13 arranged above the solid backfilling layer. The backfilling layer is further tamped by the overlying rock strata 14 formed by fallen waste rocks.

(15) As shown in FIG. 3 and FIG. 6, the step d includes: mining the lower slice, subsequently. The top coal caving working face is arranged along the floor of the coal seam for stoping, under a shield of the artificial roof formed by backfilling the middle slice. The top coals broke and fall down as the working face moves forward, and the broken coals exit from the coal caving port 12 of the fully mechanized top coal caving hydraulic support 11. The shielding support of the fully mechanized top coal caving hydraulic support 11 supports against the fallen waste rocks of the overlying strata in an inclined manner. The fallen top coals are delivered out from the working face by the scraper conveyor 13 arranged above the coal seam floor 5. Because the solid backfilling layer of the middle slice has certain extent of tenacity, when the waste rock in the lower slice falls down, the solid backfilling layer of the middle slice will form an arc-shaped curved slice instead of directly falling down and creating a great impact on the fully-mechanized top coal caving hydraulic support of the lower slice. The waste rock layer of the upper slice and the waste rock layer of the lower slice are separated, so not only the mining safety factor of the coal seam of the lower slice is greatly improved, but also the backfilling and mining in the lower slice is performed with the shield of the backfilling solid of the middle slice. Therefore, the pressure on the working face is evenly distributed, and the coal caving is more efficient.