A hydraulic slit U-shaped hole slag discharge gas treatment method
A hydraulic slitting, U-shaped technology, applied in gas discharge, earthwork drilling, safety devices, etc., can solve problems such as difficulty in slag discharge
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example 1
[0030] Such as figure 1 , figure 2 As shown, it is the slag discharge gas treatment of U-shaped drilling holes in the coal seam roadway along the bedding hole hydraulic slotting. Firstly, use a kilometer directional drilling rig to construct a U-shaped borehole 7 with a diameter of 94 mm along the coal seam in the roadway of the coal seam 5 to ensure that the distance between the two side boreholes 4-1 and the borehole 4-2 of the U-shaped borehole 7 is 6 ~8m, then the drilling rig 2 is connected to the hydraulic slotting system 1 through the high-pressure rubber hose 8, the drilling rig 2 is connected to the drill pipe 3 through the high-pressure water braid 9, and the other end of the 75mm drill pipe 3 is connected to the 50mm diameter slotting device 6; Drive the drill pipe 3 to send the slotting device 6 into the slotting drill hole 4-1 to the pre-cutting position, then start the hydraulic slotting system 1, and the high-pressure water flows out from the slotting system 1...
example 2
[0032] Such as image 3 , Figure 4 As shown, it is the slag and gas treatment of the high-level roadway 11 through the downhole hydraulic slotting U-shaped drilling 7, which is basically the same as the first example. The different parts are mainly from the high-level roadway 11 of the coal seam 5 to the lower coal seam 5. The hydraulic slotting is carried out in groups and sequentially. First, a U-shaped drill hole with a diameter of 94mm is constructed along the high-level roadway 11 to the lower coal seam 5 to ensure that the U-shaped drill hole has two The distance between side drilling holes is 6-8m, and the depth of U-shaped drilling reaches 3m from the coal seam floor. The remaining parts are the same as Example 1, and the same parts are omitted.
example 3
[0034] Such as Figure 5 , Figure 6 As shown, it is the slag and gas treatment of the low-level roadway 12 through the upward hole hydraulic slotting U-shaped drilling 7, which is basically the same as the first embodiment. The different parts are mainly to implement hydraulic slotting in groups from the low-level roadway 12 through the layer to the upper coal seam 5. Firstly, a U-shaped drill hole with a diameter of 94mm is constructed along the low-level roadway 11 to the upper coal seam 5 to ensure that the U-shaped drill hole has two The distance between side drilling holes is 6-8m, and the depth of U-shaped drilling reaches 3m from the roof of the coal seam. The remaining parts are the same as Example 1, and the same parts are omitted.
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Abstract
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Application Information
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