寨崖底矿下位煤层巷道围岩变形机理及加固技术研究
[Abstract]:Because of the redistribution of rock stress around the stope caused by coal seam mining, the stress increasing area appears in the coal body and pillar before and after the mining space and on both sides, and the stress decreasing area appears at the edge of the mining space. In order to make full use of the distribution law of surrounding rock stress caused by mining, the mining roadway of the lower coal seam is arranged under the goaf to make the roadway located in the stress reduction area, but the relationship between the space position and the mining time of the mining roadway in the lower coal seam is different. The change of surrounding rock stress and the deformation of surrounding rock of roadway are different. When the roadway of lower coal seam is mined by the adjacent upper coal face, it is also affected by the dynamic pressure of mining near the upper coal seam. In this paper, aiming at the serious problem of roadway deformation under Ziya coal mine, the method of combining theoretical analysis, numerical simulation, field investigation and industrial test is used. In this paper, the failure mechanism of surrounding rock of roadway in lower coal seam affected by mining movement of adjacent upper coal face is analyzed, the reason of deformation of mining roadway under coal seam under Zhaiya coal mine is studied, and the reliable reinforcement technology is put forward. The main contents are as follows: (1) the mechanism of instability: through theoretical calculation, numerical simulation and field measurement, the failure reasons of the 3905 return air trench in the lower coal seam are analyzed; It is concluded that the fundamental reason for the instability of mining roadway in the lower coal seam is that the influence of the mining dynamic pressure on the adjacent upper coal face results in the relative variation of horizontal stress in the goaf near the coal pillar far greater than the relative change of the vertical stress. The peak value of horizontal stress is 5 times of the peak value of vertical stress. The whole roadway bears large horizontal stress, and the roof and floor shear damage is serious. (2) strengthening technology: the technique of "large diameter and high prestressed anchor single hydraulic support" is put forward. Under the influence of mining dynamic pressure, the horizontal stress is too large, which leads to the serious problem of shear deformation of roadway. The prestressed anchor cable keeps the roof of the roadway roof intact under the original support system, exerts the performance of the original support system, and prevents the chain reaction of bolt and anchor cable breaking. Single hydraulic prop support can effectively cope with the sharp adjustment of roof stress in mining process. "Pre-stressed Anchorage cable single hydraulic prop auxiliary support" has fundamentally controlled the roadway deformation and destruction, It ensures the safe and effective use of roadway roof. (3) Industrial practice: the reinforcement technology of roadway controlling surrounding rock under the influence of mining movement of adjacent upper coal face and coal pillar concentration stress under the coal seam under Zhaiya coal mine is put forward and the industrial test is carried out successfully. Under the coal seam dynamic pressure mining roadway of Zhaiya coal mine, the "large diameter and high pretension anchor cable single hydraulic prop auxiliary support" is used to strengthen and support the roadway, which effectively controls the strong deformation of the surrounding rock of the roadway, and obtains good supporting effect. It provides reference value for roadway support under similar conditions.
【学位授予单位】:中国矿业大学
【学位级别】:硕士
【学位授予年份】:2016
【分类号】:TD353
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