矿业安全与环保
礦業安全與環保
광업안전여배보
MINING SAFETY & ENVIRONMENTAL PROTECTION
2013年
4期
23-26
,共4页
深部煤巷%锚杆轴力%肩角锚杆%数值模拟
深部煤巷%錨桿軸力%肩角錨桿%數值模擬
심부매항%묘간축력%견각묘간%수치모의
deep coal roadway%axial force of rock bolt%shoulder bolt%numerical simulation
基于深部煤巷生产地质条件,采用数值模拟方法研究了锚杆受力与其位置、安装角度的关系,揭示了深部煤巷锚杆受力分布规律。肩角锚杆轴力较大;构造应力越大,肩角锚杆轴力越大,肩角锚杆最易发生破断失效;安装角度对肩角锚杆轴力影响较大,安装角度越大,其最大轴力越大。基于肩部锚杆受力分布特征,提出了肩角围岩控制技术:掘巷初期,肩角锚杆安装角度应尽可能小,避免杆体穿过煤层与顶板交界面;煤层沿顶板发生滑移后,补打倾角较大的肩角锚杆,将煤层与顶板锚固在一起,加强控制肩角围岩。
基于深部煤巷生產地質條件,採用數值模擬方法研究瞭錨桿受力與其位置、安裝角度的關繫,揭示瞭深部煤巷錨桿受力分佈規律。肩角錨桿軸力較大;構造應力越大,肩角錨桿軸力越大,肩角錨桿最易髮生破斷失效;安裝角度對肩角錨桿軸力影響較大,安裝角度越大,其最大軸力越大。基于肩部錨桿受力分佈特徵,提齣瞭肩角圍巖控製技術:掘巷初期,肩角錨桿安裝角度應儘可能小,避免桿體穿過煤層與頂闆交界麵;煤層沿頂闆髮生滑移後,補打傾角較大的肩角錨桿,將煤層與頂闆錨固在一起,加彊控製肩角圍巖。
기우심부매항생산지질조건,채용수치모의방법연구료묘간수력여기위치、안장각도적관계,게시료심부매항묘간수력분포규률。견각묘간축력교대;구조응력월대,견각묘간축력월대,견각묘간최역발생파단실효;안장각도대견각묘간축력영향교대,안장각도월대,기최대축력월대。기우견부묘간수력분포특정,제출료견각위암공제기술:굴항초기,견각묘간안장각도응진가능소,피면간체천과매층여정판교계면;매층연정판발생활이후,보타경각교대적견각묘간,장매층여정판묘고재일기,가강공제견각위암。
Based on the geological condition of a deep coal roadway,study was carried out on the relation between the rock bolt stress with its position and fixing angle by using the numerical simulation method,and the distribution law of rock bolt stress in the deep coal roadway was revealed. The shoulder bolt was featured by its larger axial force;the greater the tectonic stress,the greater the axial force of the shoulder bolt, as a result, the shoulder bolt was broken most easily. The fixing angle has great influence on the axial force of the shoulder bolt,the greater the fixing angle,the greater the maximum axial force. Based on the stress distribution characteristic of the shoulder bolt,the control technique for surrounding rock in shoulder area was proposed. At the beginning of the roadway excavation,the fixing angle of the shoulder bolt should be as small as possible in order to avoid the bolt body to pass through the bedding face between coal seam and roof;after the slippage of coal seam along roof,it is necessary to fix the shoulder bolts with a bigger dip angle so as to fasten the coal seam and roof together and strengthen the control of the shoulder surrounding rock.