Filling mining method for fully mechanized top coal caving working face
A fully mechanized roof caving and mining method technology, which is applied in the direction of filling, ground mining, mining equipment, etc., can solve the problems of large surface deformation, etc., and achieve the effects of increased density, strong stability, and enhanced filling and support effects
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Embodiment 1
[0034] like figure 1 and image 3 As shown, the specific construction steps of a backfill mining method applied to a fully mechanized top coal caving face include:
[0035] Step A. When the fully mechanized top coal caving working face is arranged in a hard coal seam with uniform thickness and there is no large fault in the working face, the fully mechanized top coal caving working face is divided into filling area 5 and roof caving along the working face trend. Coal Zone 6. The length of the backfill area 5 and the top coal caving area 6 is equal to the length of the working face, the sum of the width of the backfill area 5 and the top coal caving area 6 is equal to the width of the working face, and it is ensured that the length and width of the top coal caving area are smaller than the basic top pressure. Step distance, where the backfill area 5 and the top coal caving area 6 are adjacent. The fully mechanized top coal caving working face is divided into several filling ...
Embodiment 2
[0047] On the basis of Embodiment 1, the backfill mining method applied to the fully mechanized top coal caving face is further described in combination with engineering examples. The underground elevation of the fully mechanized top coal caving face in a mine is -241.3m, and the main coal seam is Shanxi Group 3 coal seam. The strike length of the working face is 700m, the inclination length is 150m, the average thickness of the coal seam is 8.5m, the inclination angle is 5~8°, and the bulk density is 1.38t / m 3 . The direct top is dark gray siltstone, generally 2-3m thick, relatively stable, with a compressive strength of 40.53-62.81MPa; the old top is a thick layer of medium-grained sandstone, 10-30m thick, with a hard rock formation and a compressive strength of 91.20-131.7MPa.
[0048] Step A. According to the surrounding rock properties of the above-mentioned stope geological conditions, determine that the width of the top coal caving area 6 is 10m, the width of the filli...
Embodiment 3
[0054] On the basis of Embodiment 1, the backfill mining method applied to the fully mechanized top coal caving face is further described in combination with engineering examples. In a fully mechanized top coal caving working face, the strike length of the working face is 800m and the inclination length is 200m. The average thickness of the coal seam at the working face is 9m, which is a stable coal seam. The average dip angle of the coal seam is 9°. The direct top is mudstone with an average thickness of 1.4m, and the average one-way compressive strength is 47.7MPa. The basic top is fine sandstone with an average thickness of 3.0m, and the average unidirectional compressive strength is 119.8MPa. The direct bottom is mudstone with an average thickness of 2.4m, and the average one-way compressive strength is 47.7MPa, and the basic bottom is fine sandstone with an average thickness of 3.9m, and the average one-way compressive strength is 119.8MPa.
[0055] Step A. According to ...
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