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Evaluation on water bursting risk of working faces near collapse column during the mining process

机译:采矿过程中塌陷栏附近工作面的水爆裂风险评估

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Collapse column water bursting occurs from time to time in the coal mining process of North China Type Coalfield in China, which causes great economic loss and personal injury. Therefore, great attention must be paid to the harm of collapse column. 1301 working face and 1306 working face in the west wing of No.1 Mining District of Zhangji Coal Mine in Shanxian County are close to No.2 collapse column. Water bursting risk evaluation must be carried out before mining two working faces to ensure safety production. On the basis of fully analyzing the geological and hydrogeological conditions of the 3up coal seam in the west wing of No.1 Mining Area, the "Three Zones(caving zone, water conducted fracture zone and sagging zone) Theory of Coal Seam Roof", "Strata Movement Theory" and "Water Bursting Coefficient Theory" were used respectively to calculate and evaluate the water bursting risk of No.2 collapse column during the course of mining the 1301 working face and 1306 working face. The results show that: firstly, in the process of mining the 1301 working face, the maximum height of the water conducted fracture zone at the closest position of 1301 working face to No.2 collapse column would be 60.20 m, the water bursting coefficient on the boundary of water conducted fracture zone would be 0.066~0.072 MPa/m, and the water bursting risk of the No.2 collapse column would be smaller; secondly, in the process of mining the 1306 working face, the maximum height of the water conducted fracture zone at the closest position of 1306 working face to No.2 collapse column would be 60.91 m, the water bursting coefficient on the boundary of water conducted fracture zone would be 0.057~0.089 MPa/m, and the water burst risk of the No.2 collapse column would be small. By August 31, 2020, the 1301 working face had been safely mined more than 200 meters long(exceeding over 120 m of the closest position in 1301 working face to No.2 collapse column), and the water bursting did not happen in the working face. This paper can provide a reference for the water prevention and control of similar collapse columns in coal mines.
机译:崩溃柱水爆裂不时发生在中国华北型煤矿厂的煤矿工艺,这导致了巨大的经济损失和人身伤害。因此,必须对崩溃栏的危害支付很大的关注。山县张吉煤矿1号矿井矿业区西翼的工作面和1306名工作面临近2号崩塌栏。在采矿两张工作面之前,必须进行水爆裂风险评估,以确保安全生产。在完全分析No.1采矿区西翼的三厂煤层的地质和水文地质条件的基础上,“三区(崩落区,水进行裂缝区和下垂区)煤层屋顶”,分别使用“地层运动理论”和“水爆发系数理论”计算和评估在挖掘1301工作面和1306个工作面的过程中NO.2塌陷柱的水爆裂风险。结果表明:首先,在挖掘1301个工作面的过程中,水的最大高度在1301的最近位置处的裂缝区的裂缝区为2号塌陷柱将是60.20米,水爆裂系数导电骨折区的边界为0.066〜0.072MPa / m,2号塌陷柱的水爆裂风险将小;其次,在挖掘1306工作面的过程中,在1306个工作面上的最近位置的水的最大高度至2号塌陷柱将是60.91米,水爆裂系数在进行的水边界上骨折区为0.057〜0.089MPa / m,第二条塌陷柱的水爆裂风险将很小。到2020年8月31日,1301个工作面已经安全开采200多米长(超过120米在1301的最接近的位置到No.2崩溃栏),并且在工作中没有发生水爆发脸。本文可以提供煤矿中类似坍塌柱的防水和控制的参考。

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