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Roadway backfill mining method for coal seams with medium-high thickness

A mining method and roadway-type technology, which is applied in the direction of filling, ground mining, mining equipment, etc., can solve the problems of lower production efficiency, lower production efficiency of filling mining method, and recovery rate of mining area less than 50%, so as to reduce mining roadway , the effect of reducing direct production costs

Inactive Publication Date: 2011-08-17
ZIBO WANGZHUANG COAL MINE
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  • Abstract
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  • Application Information

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Problems solved by technology

[0002] For a long time, there have been two general problems in the underground mining of coal resources: one is the degree of control of surface subsidence;
The current filling methods mainly include water and sand, gangue, paste and similar paste. Although these methods have effectively controlled the surface subsidence caused by coal seam mining, it is difficult to control it to the minimum allowable level. within and to varying degrees reduce production efficiency
The current partial mining methods mainly include strip type and room-and-pillar type. Although these methods can control the surface subsidence caused by coal seam mining within the allowable minimum, the recovery rate of the mining area is less than 50%, and more than half Resource reserves are unavailable

Method used

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  • Roadway backfill mining method for coal seams with medium-high thickness
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  • Roadway backfill mining method for coal seams with medium-high thickness

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Embodiment Construction

[0032] Embodiments of the present invention are further described below in conjunction with accompanying drawings:

[0033] Such as Figure 1~4 As shown, the specific combination thickness is 2.6~3.2 meters 10-3 coal seam roadway type filling mining and the present invention is described in detail:

[0034] ① Roof lithology analysis and filling size determination:

[0035] 10-3 The thickness of the coal seam is 2.6-3.2 meters, with an average of 3 meters; the dip angle is 6°-11°, with an average of 8°; lean coal. The floor is carbonaceous mudstone with a thickness of 1.2 meters, and the roof is siltstone with a thickness of 4.5 meters. According to the actual mining measurement, the initial pressure step distance A is 25-30 meters, and the cycle pressure step distance B is 15-20 meters. For the sake of safety, the width N of the filling roadway designed for mining is 12 meters, and the width M of the reserved dummy roadway is 15 meters.

[0036] ②At the upper boundary of t...

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Abstract

The invention belongs to the fields of coal mining and filling, and in particular relates to a roadway backfill mining method for coal seams with medium-high thickness. The method comprises the following steps: according to a theory of initial roof caving pace of the coal seams and a principle that a filling roadway is smaller than a reserved empty roadway, respectively determining mining width of the filling roadway and the reserved empty roadway; and sequentially mining and filling the filling roadway and the reserved empty roadway in an excavating manner by utilizing a digging-anchoring machine or a continuous miner: firstly mining the filling roadway, fully filling a goaf of the filling roadway with a fluid expansion material, and then solidifying the obtained filling body until the strength is reached; and then mining the reserved empty roadway, and fully refilling or partially filling or not filling the goaf of the reserved empty roadway according to the requirements for protection class of surface buildings. The roadway backfill mining method has the beneficial effects that surface subsidence caused by coal seam mining can be controlled within the minimum allowable degree, recovery rate of coal mining areas 'under three special conditions' (buildings, water and railways) is improved to over 95%, recovery roadways of the mining areas can be reduced, and direct productioncost is lowered.

Description

technical field [0001] The invention relates to a roadway filling and mining method for medium-thick and above coal seams, which is suitable for coal seams with a thickness of 2 meters and above, and belongs to the field of coal mining and filling. Background technique [0002] For a long time, there have been two general problems in the underground mining of coal resources: one is the degree of control of surface subsidence; the other is the recovery rate of the "three-down" coal mining area; At present, the control methods of surface subsidence are mainly filling method and partial mining method. The current filling methods mainly include water and sand, gangue, paste and similar paste. Although these methods have effectively controlled the surface subsidence caused by coal seam mining, it is difficult to control it to the minimum allowable level. Within and to varying degrees reduce production efficiency. The current partial mining methods mainly include strip type and ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21C41/16E21F15/00E21F15/04C04B28/00C04B28/12
Inventor 石建新王苇刘树江李志佩王向宏韩吉玉路连营王龙珍王德良
Owner ZIBO WANGZHUANG COAL MINE
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