岩石力学与工程学报
巖石力學與工程學報
암석역학여공정학보
CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING
2014年
7期
1449-1456
,共8页
孙晓明%刘鑫%梁广峰%王冬%姜育林
孫曉明%劉鑫%樑廣峰%王鼕%薑育林
손효명%류흠%량엄봉%왕동%강육림
采矿工程%薄煤层开采%切顶卸压%沿空留巷%无煤柱开采%关键参数
採礦工程%薄煤層開採%切頂卸壓%沿空留巷%無煤柱開採%關鍵參數
채광공정%박매층개채%절정사압%연공류항%무매주개채%관건삼수
mining engineering%thin seam mining%roof cutting and pressure relief%gob-side entry retaining%non-pillar mining%key parameters
以南屯煤矿1610工作面为工程背景,对薄煤层切顶卸压沿空留巷关键参数进行研究。通过对薄煤层工作面回采过程中顶板受力状态分析,确定影响薄煤层切顶卸压沿空留巷的关键参数为顶板预裂切顶高度、预裂切顶角度以及预裂爆破钻孔间距。数值模拟分析结果表明,当直接顶岩层厚度远大于采空区高度时,应在预裂切顶高度满足岩层下沉弯矩产生的拉应力使直接顶整体拉断的同时,预裂切顶面应向采空区偏转一定角度,从而有效切断采空区顶板与留巷顶板间的应力传递,实现顶板的顺利切落成巷。在此基础上,通过现场预裂爆破试验,确定最佳预裂爆破钻孔间距。研究成果在现场实际工程中成功实施,对于切顶卸压沿空留巷技术在薄煤层开采中的推广应用具有重要的借鉴意义。
以南屯煤礦1610工作麵為工程揹景,對薄煤層切頂卸壓沿空留巷關鍵參數進行研究。通過對薄煤層工作麵迴採過程中頂闆受力狀態分析,確定影響薄煤層切頂卸壓沿空留巷的關鍵參數為頂闆預裂切頂高度、預裂切頂角度以及預裂爆破鑽孔間距。數值模擬分析結果錶明,噹直接頂巖層厚度遠大于採空區高度時,應在預裂切頂高度滿足巖層下沉彎矩產生的拉應力使直接頂整體拉斷的同時,預裂切頂麵應嚮採空區偏轉一定角度,從而有效切斷採空區頂闆與留巷頂闆間的應力傳遞,實現頂闆的順利切落成巷。在此基礎上,通過現場預裂爆破試驗,確定最佳預裂爆破鑽孔間距。研究成果在現場實際工程中成功實施,對于切頂卸壓沿空留巷技術在薄煤層開採中的推廣應用具有重要的藉鑒意義。
이남둔매광1610공작면위공정배경,대박매층절정사압연공류항관건삼수진행연구。통과대박매층공작면회채과정중정판수력상태분석,학정영향박매층절정사압연공류항적관건삼수위정판예렬절정고도、예렬절정각도이급예렬폭파찬공간거。수치모의분석결과표명,당직접정암층후도원대우채공구고도시,응재예렬절정고도만족암층하침만구산생적랍응력사직접정정체랍단적동시,예렬절정면응향채공구편전일정각도,종이유효절단채공구정판여류항정판간적응력전체,실현정판적순리절락성항。재차기출상,통과현장예렬폭파시험,학정최가예렬폭파찬공간거。연구성과재현장실제공정중성공실시,대우절정사압연공류항기술재박매층개채중적추엄응용구유중요적차감의의。
The key parameters in gob-side entry retaining formed by roof cutting and pressure releasing in thin coal seams at the working front 1610 in the Nantun coal mine were studied. The presplitting cutting height of roof,the presplitting cutting angle,the distance between presplitting blasting holes were determined as the key parameters based on the analysis of the stress state of roof in the process of mining. The results of numerical simulation show that,when the height of immediate roof is much higher than the height of gob and the presplitting cutting height meets the requirement of the tensile failure of immediate roof,the presplitting cutting face should deflect a certain angle towards gob in order to cut off effectively the stress transfer between the roof of gob and the roof of retaining roadway and achieve the collapsing of roof. Based on the results,the optimum distance between presplitting blasting holes was determined through field presplitting blasting test. The results have been successfully applied to an engineering project.