萬年礦9號(hào)煤大青灰?guī)r老頂運(yùn)動(dòng)形式分析及工作面礦壓規(guī)律研究
[Abstract]:Although China's coal industry has not been out of the cold winter period, as the annual consumption of more than 3.5 billion tons of coal in China, no matter now or in the next few decades, there will still be no new energy to shake the status of coal. Therefore, the study of new coal mining technology to improve the safety of coal mining is still an important task for our coal science and technology workers. The hard limestone roof is more developed in Hanxing mining area. The roof of this type has the characteristics of large collapse step distance, strong coming pressure, and accompanied by a certain degree of impact ground pressure, and the water content of the roof is also large. It poses a certain threat to the safety production of coal mining face. So it is of great significance to find out the movement form and law of hard roof to guide underground production and improve the safety of work. In this paper, taking the first mining face 13902 face of 9# Coal seam in Wannian Coal Mine of Jizhong Energy Fengfeng Mining Group as an example, through theoretical calculation, the pressure data of underground support and the numerical simulation technology of discrete element (UDEC) are analyzed. The movement form and rock pressure law of Daqing limestone in the old roof of 9# coal seam in Wannian Coal Mine are determined, which provides a strong technical support for the mining work after the seam. The following conclusion is drawn from the analysis: 1. Through theoretical calculation and combined with the actual situation of the working face, it is concluded that the old roof pressure of Daqing limestone belongs to the unobvious grade 2. The first step distance of the main roof is 40 m, and the periodic pressure step distance is 25 m ~ 3. The pressure intensity of the main roof cycle can reach 3500-4000KN, which approaches or exceeds 3700KN of the open value of the support safety valve, which causes the safety valve to open frequently. From this, it can be seen that the selection of the support in the working face is unreasonable. This paper analyzes the reasons for the persistence of the roof pressure, which mainly lies in the tight combination of the main roof rock blocks after fracture without collapse, and the large downward friction between the front and back rock blocks.
【學(xué)位授予單位】:河北工程大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2015
【分類號(hào)】:TD327
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