A method for coal mine roadway excavation along the gob
A technology for coal mines and roadways, applied in mining equipment, earth-moving drilling, shaft equipment, etc., can solve the problems of high maintenance costs, unstable roadways, and large roadway deformation during roadway service, and achieve high roadway stability and roadway formation. The effect of small deformation and fast lane formation
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Embodiment 1
[0029] Such as Figure 1-3 As shown, a method of tunneling along the goaf in a coal mine is adopted. This method adopts the principle of pipe jacking construction. At the side coal pillar of the coal mine that has been mined, the main jacking cylinder 16 of the pipe jacking machine is arranged in the starting pit. and the thrust of the relay ring 12, jacking is carried out along the coal pillar at the boundary of the goaf, and after jacking a segment 6, install the second segment 6 to continue jacking, and continue to push in segments until the pipe jacking head is pushed forward Up to the receiving position, the coal / rock mass peeled off by the cutter head 1 during the jacking process is transported out of the roadway through the supporting transportation system 7 at the rear.
[0030] Using the pipe jacking machine system and the construction principle of the pipe jacking machine, at the side coal pillar of the coal mine that has been mined and close to the goaf, by means of...
Embodiment 2
[0040] A pipe jacking machine for gob-side tunneling in coal mines, which mainly includes a cutter head 1, a shield body 2, a main drive 3, a horizontal hinged oil cylinder 4, a screw conveyor 5, a segment 6, a transportation system 7, Grouting drag reduction system 8, air compressor 9, system pipeline 10, grouting hole 11, relay ring 12, transformer 13, intelligent measurement and control system 14, top ring 15, main jacking cylinder 16, jacking bracket 17, jacking Iron 18 and back lean 19.
[0041] Wherein the transport system 7 can be a mine car or a belt conveyor. The intelligent measurement and control system 14 can realize the monitoring and control of the pressure monitoring of the overlying rock layer on the segment during the excavation process, the excavation parameters of the cutter head, the posture of the pipe jacking machine, the grouting pressure, the thrust of the main jacking cylinder and other related construction parameters of the pipe jacking machine.
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