A Construction Method of Pressure Relief Hole Based on Dynamic Monitoring of Mining Stress
A mining stress and dynamic monitoring technology, applied in drilling equipment and methods, measurement, earthwork drilling, etc., can solve the problems of stepped pressure relief holes with great influence on pressure relief effect, difficult to achieve dynamic measurement, and complicated construction. , to achieve the effect of accurate selection of reaming position and reaming depth, reducing construction costs and saving measurement time
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Embodiment 1
[0025] Drilling cuttings method is a method to identify impact hazards by drilling small-diameter holes in the coal seam according to the amount of pulverized coal discharged and its variation and related dynamic effects. The detection indicators include the amount of pulverized coal, depth and dynamic effects. The amount of pulverized coal can determine the corresponding stress state of the coal body.
[0026] Large-diameter borehole pressure relief refers to the implementation of boreholes with a diameter of not less than 110mm in the stress concentration area or possible stress concentration area of the coal and rock body, through the discharge of a large amount of coal deformation or drilling impact in the damaged area around the borehole. Coal powder can expand the coal damage area around the borehole, so that the stress concentration of the coal rock mass in a certain stress area around the borehole can be reduced or the high stress can be transferred to the depth of th...
Embodiment 2
[0037] This embodiment takes the implementation of the second mining area of a certain mine as an example to further explain the construction method of the pressure relief hole based on the dynamic monitoring of mining stress, as follows.
[0038] first step, such as figure 1 As shown, in the transportation trough of the first mining face, at the position of the coal side that is not affected by mining, a ZDY-650 full hydraulic tunnel drilling rig for coal mines is erected to drill measurement holes, and the measurement holes A and A are perpendicular to the coal wall. B, the hole depth is 10m, and the hole spacing is 5m. The drilling cuttings method is used to measure the distribution of mining stress in the measurement hole A. The ZHJ-2SZ-6ST-3 type vibration velocity sensor is used to measure the hole B. The vibration velocity sensor is fixed on On the drill pipe, measure the vibration frequency of the drill pipe in real time during drilling, and cooperate with the HK-04T...
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