Hard roof open roadway rock burst control method based on ground fracturing
A hard roof and rockburst technology, which is applied in earthwork drilling, wellbore/well components, mining equipment, etc., can solve the problems that the control range is difficult to exceed and the control effect is difficult to ensure, and achieve the effect of avoiding rockburst
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Embodiment 1
[0032] The embodiment of the present invention discloses a ground fracturing-based rockburst control method for a roadway with a hard roof, including:
[0033] S1: Select the vertical distance H1 less than or equal to the coal seam in the coal mine working face, and the uniaxial compressive strength and thickness respectively exceed σ c The hard roof of H2 and H2 is the fracturing target layer;
[0034] S2: At the position of the vertical distance S1 of the freeway roadway, drill a deviated well at an inclination angle α until the deviated well completely penetrates the fracturing target layer;
[0035] S3: Determine the advancing direction perpendicular to the inclined shaft and along the working face of the coal mine, and use high-energy perforating guns to perforate the two sides of the fracturing target layer in sequence;
[0036] S4, sealing and fracturing each perforation in sequence;
[0037] S5. Move the distance S2 along the advancing direction of the coal mine work...
Embodiment 2
[0047] The specific application process of the method provided by Embodiment 1 of the present invention is as follows:
[0048]The embodiment of the present invention provides a ground fracturing-based rockburst control method for a roadway with a hard roof. At a reasonable position on the side of the roadway, vertical drilling on the ground is used for hydraulic fracturing to cover the hard roof to destroy the integrity of the roof. To control the rock burst in the roadway caused by the sudden collapse of the large surface of the hard roof at the source, the specific process is as follows:
[0049] See attached Figure 1-3 As shown, taking a working face of Jinneng Holding Group as an example, the geological conditions of the working face are as follows: the thickness of the coal seam is 7m; there are 4 layers of hard rock with a thickness of more than 8m on the working face, which are the basic roof of 12m and the K3 of 20m. The corresponding uniaxial compressive strengths ...
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