金属矿山
金屬礦山
금속광산
METAL MINE
2015年
4期
137-141
,共5页
叶鹏%王文杰%钱立%龚韩林%潘春艳
葉鵬%王文傑%錢立%龔韓林%潘春豔
협붕%왕문걸%전립%공한림%반춘염
矿柱稳定性%采空区处理%数值模拟
礦柱穩定性%採空區處理%數值模擬
광주은정성%채공구처리%수치모의
Pillar stability%Goaf treatment%Numerical simulation
佛子矿104号矿体经过多年浅孔留矿法开采,在矿体上部遗留了大量的采空区及矿柱;由于前期的无序处理,形成了复杂的空区赋存现状,对下部矿体的安全开采带来了严重威胁。为了科学地制定空区处理措施并回收矿柱,通过数值计算结合理论公式法对104矿柱稳定性进行对比分析,确定了各空区残留矿柱的安全系数;结合矿山现有技术条件,在综合考虑采空区安全处理及矿柱有效回采的基础上,提出了崩落充填相结合的处理方案;采用FLAC3D 软件对拟定方案进行了数值模拟分析。计算结果表明:崩落充填相结合的处理方案通过强制崩落法与充填法相结合,使上部应力集中区围岩得到充分移动垮落,下部空区得到充实,达到崩柱放顶卸压、控制岩移的目的,能有效地消除空区隐患并回收矿柱,为矿山安全、经济、合理地处理采空区提供了指导。
彿子礦104號礦體經過多年淺孔留礦法開採,在礦體上部遺留瞭大量的採空區及礦柱;由于前期的無序處理,形成瞭複雜的空區賦存現狀,對下部礦體的安全開採帶來瞭嚴重威脅。為瞭科學地製定空區處理措施併迴收礦柱,通過數值計算結閤理論公式法對104礦柱穩定性進行對比分析,確定瞭各空區殘留礦柱的安全繫數;結閤礦山現有技術條件,在綜閤攷慮採空區安全處理及礦柱有效迴採的基礎上,提齣瞭崩落充填相結閤的處理方案;採用FLAC3D 軟件對擬定方案進行瞭數值模擬分析。計算結果錶明:崩落充填相結閤的處理方案通過彊製崩落法與充填法相結閤,使上部應力集中區圍巖得到充分移動垮落,下部空區得到充實,達到崩柱放頂卸壓、控製巖移的目的,能有效地消除空區隱患併迴收礦柱,為礦山安全、經濟、閤理地處理採空區提供瞭指導。
불자광104호광체경과다년천공류광법개채,재광체상부유류료대량적채공구급광주;유우전기적무서처리,형성료복잡적공구부존현상,대하부광체적안전개채대래료엄중위협。위료과학지제정공구처리조시병회수광주,통과수치계산결합이론공식법대104광주은정성진행대비분석,학정료각공구잔류광주적안전계수;결합광산현유기술조건,재종합고필채공구안전처리급광주유효회채적기출상,제출료붕락충전상결합적처리방안;채용FLAC3D 연건대의정방안진행료수치모의분석。계산결과표명:붕락충전상결합적처리방안통과강제붕락법여충전법상결합,사상부응력집중구위암득도충분이동과락,하부공구득도충실,체도붕주방정사압、공제암이적목적,능유효지소제공구은환병회수광주,위광산안전、경제、합리지처리채공구제공료지도。
After years of short-hole shrinkage mining at No. 104 ore-body in Fozi Mine,a lot of goafs and pillars have been left behind at the upper ore-body. Due to the disorder treatment in the early stage, goaf with complex situations was formed,which seriously threatened the safety mining of the lower ore-body. In order to produce a scientific goaf treatment meas-ure and realize pillar recovery,the pillars stability of No. 104 ore-body is analyzed combining the numerical calculation with the theoretical method,and safety factors for remained pillars at each goaf are determined. On the basis of comprehensive analysis of goaf treatment and pillar stoping,and combining with the present technology,the integral scheme of caving and backfilling was proposed. Numerical simulation on the integral scheme by software FLAC3D shows that this scheme makes upper surround-ing rock at stress concentration zone fully remove and collapse,and makes goaf filled to achieve the pressure relief and rock movement controlling by pillar and roof caving. This scheme can effectively eliminate the hidden trouble of goaf,and provide a guidence for the treatment of goaf in a safe,economic and reasonable way.