Coal mine surrounding rock control method based on chemical modification
A technology of surrounding rock control and chemical modification, which is applied in ground mining, mining equipment, earthwork drilling and mining, etc., can solve the problems of poor effect and difficult construction, and achieve the effect of convenient use, simple method and safe mining
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Publication Date
- 2020-01-14
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Abstract
Description
technical field
[0001] The invention relates to a coal mine surrounding rock control method, in particular to a coal mine surrounding rock control method based on chemical modification. Background technique
[0002] During coal mining, when the integrity of the roof above the coal seam is good, the self-stabilization ability is strong, the strength is high, and the joints and fissures are not developed, the initial pressure step and the periodic pressure step will increase, resulting in the top of the goaf. Produces a large area of overhang. The roof in this case will form air impact and roof impact when it falls in an instant, which will cause great potential safety hazards for underground personnel, mechanical equipment, etc. At present, 1 / 3 of the coal mines in my country belong to the hard roof coal seam. In order to ensure the safe and efficient production of coal, it is necessary to reduce the area of roof leakage and prevent the large area of the roof from bein...
Examples
Embodiment Construction
[0022] The present invention will be further described below.
[0023] As shown in the figure, the concrete steps of the present invention are:
[0024] A. After the excavation of the roadway 2 is completed, the hardness of the hard rock formation 4 above the roadway 2 is tested. If the Platts hardness coefficient of the hard rock formation 4 exceeds 8, then enter step B, otherwise enter step D;
[0025] B. Construct multiple rows of weakened boreholes 3 toward the hard rock formation 4 on the inner wall of the roadway, the row spacing between adjacent rows is 1-10m; the distance between adjacent weakened boreholes 3 in each row is 0.5m-5m;
[0026] C. Using the retreating grouting method, inject softener into each weakened drill hole 3 sequentially with a hydrostatic pressure greater than 2.5 and seal the holes. The hole sealing time is 1 hour, so that the softener can fully react with the hard rock formation 4, and then inject repeatedly softener and seal the hole until the...