大同礦區(qū)雙系煤層開采覆巖大范圍運(yùn)動(dòng)規(guī)律及結(jié)構(gòu)特征研究
[Abstract]:When the hard roof overhanging suddenly collapses under the condition of double-system coal seam mining in Datong mining area, it is easy to cause the coal pressure of the working face to appear worse and the pressure intensity is large, which will seriously affect the normal production of the working face and threaten the life and safety of the downhole personnel. It is of great practical significance and theoretical value to study the large range movement law of roof and the unstable condition of roof structure in Datong coal mining area, which is of great practical significance and theoretical value for the rock pressure behavior law and roof control of working face under the condition of hard roof. By using the method of physical similarity simulation and computer numerical calculation, the characteristics of overburden fracture structure and the distribution of stress field and displacement field in the mining process of double system coal seam are studied. The results show that the influence depth of Jurassic coal pillar is about 63 m, the horizontal influence area is 35 ~ 40 m, the maximum stress concentration factor is 3.14, the hard direct roof of coal seam in the coal seam of Carboniferous fully mechanized caving seam is unstable and the first fault step of the upper key layer is large, the influence depth of the coal pillar is about 63 m, and the maximum stress concentration factor is 3.14 m. And the instability of the main key layer leads to the goaf of the double system coal seam through, the roof structure of overlying rock expands gradually up, and the structure form is "the structure of the lower position combination cantilever beam structure-the upper multistory masonry beam structure". As the skeleton of overburden roof of Carboniferous coal seam, the structure plays a decisive role in the coal face pressure. Through theoretical analysis, the gradual extension range of roof structure is determined, the mechanical conditions and instability modes of the roof structure under different structural forms are analyzed, and the actual production conditions of 8101 face in Tongxin Coal Mine are combined. The measured results show that the first step distance of the hard roof in the working face is about 106m. The first step distance of upper subcritical layer is 133.5 m, and the interval of working face periodic pressure is about 17 m. The intensity of incoming pressure appears as a strong and weak periodic alternately, and the strong and weak periodic alternating pressure is consistent with the periodic breaking of the lower hard direct roof and the upper sub-key layer. The behavior of the rock pressure is consistent with the theoretical analysis of the instability of the "gradual spread structure". The results of the study are of guiding significance and theoretical value to the mining pressure behavior law and support selection of Carboniferous coal seam in Datong mining area.
【學(xué)位授予單位】:中國(guó)礦業(yè)大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2015
【分類號(hào)】:TD325
【參考文獻(xiàn)】
相關(guān)期刊論文 前10條
1 張向陽;;采空區(qū)頂板蠕變損傷斷裂分析[J];遼寧工程技術(shù)大學(xué)學(xué)報(bào)(自然科學(xué)版);2009年05期
2 梁曉丹,劉剛,趙堅(jiān);地下工程壓力拱拱體的確定與成拱分析[J];河海大學(xué)學(xué)報(bào)(自然科學(xué)版);2005年03期
3 繆協(xié)興,,錢鳴高;采場(chǎng)圍巖整體結(jié)構(gòu)與砌體梁力學(xué)模型[J];礦山壓力與頂板管理;1995年Z1期
4 齊慶新;李宏艷;潘俊鋒;雷毅;付東波;季文博;趙善坤;;沖擊礦壓防治的應(yīng)力控制理論與實(shí)踐[J];煤礦開采;2011年03期
5 楊永辰,王同杰,劉富明;綜放面頂煤回收率試驗(yàn)研究及提高回采率的途徑[J];煤炭工程;2002年08期
6 陸明心,吳健,郝海金;綜放開采頂煤的三個(gè)特征變形參數(shù)及多次損傷分析[J];煤炭科學(xué)技術(shù);2002年11期
7 康立軍;緩傾斜特厚煤層綜放工作面礦壓顯現(xiàn)特征研究[J];煤炭科學(xué)技術(shù);1996年11期
8 馬慶云,趙曉東,宋振騏;采場(chǎng)老頂巖梁的超前破斷與礦山壓力[J];煤炭學(xué)報(bào);2001年05期
9 錢鳴高,繆協(xié)興,許家林;巖層控制中的關(guān)鍵層理論研究[J];煤炭學(xué)報(bào);1996年03期
10 陳忠輝,謝和平,林忠明;綜放開采頂煤冒放性的損傷力學(xué)分析[J];巖石力學(xué)與工程學(xué)報(bào);2002年08期
本文編號(hào):2127595
本文鏈接:http://sikaile.net/kejilunwen/kuangye/2127595.html