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
2013年
z2期
3795-3803
,共9页
王志强%冯锐敏%高运%李鹏飞%郭晓菲%陈超凡%王磊%赵景礼
王誌彊%馮銳敏%高運%李鵬飛%郭曉菲%陳超凡%王磊%趙景禮
왕지강%풍예민%고운%리붕비%곽효비%진초범%왕뢰%조경례
采矿工程%倾斜煤层%近距离%保护层%卸压%突出煤层
採礦工程%傾斜煤層%近距離%保護層%卸壓%突齣煤層
채광공정%경사매층%근거리%보호층%사압%돌출매층
mining engineering%inclined coal seam%contiguous coal seams%protective seam%pressure-relief%outburst coal seam
研究基于突出煤层连续卸压的近距下保护层合理开采展开。为确定被保护层开采的可行性与卸压效果,首先进行相似模拟试验并提出基于关键层理论的采场“三带”划分方法,结合实践数据确定被保护层在“三带”中的层位及相应的卸压效果,并对层间关键层以及保护层开采范围的影响进行分析。结合某矿开采煤2作为煤1保护层的工程实际,认为层间关键层在原设计工作面长度情况下会影响煤1沿倾向的卸压效果,提出在煤2中布置完全无煤柱搭接工作面,相应的裂隙带高度上升,相对降低煤1在裂隙带中的层位,卸压效果更充分,并且可以实现煤1沿倾向的连续以及反复卸压。最后,综合回采率和巷道工程量考虑,煤2采用无煤柱开采方案比原方案增加回采利润2.84亿元人民币;与5 m小煤柱沿空掘巷相比,减少岩巷工程费用计600万元人民币,增加回采利润1.4亿元人民币。因此,研究的结论具有一定技术与经济意义。
研究基于突齣煤層連續卸壓的近距下保護層閤理開採展開。為確定被保護層開採的可行性與卸壓效果,首先進行相似模擬試驗併提齣基于關鍵層理論的採場“三帶”劃分方法,結閤實踐數據確定被保護層在“三帶”中的層位及相應的卸壓效果,併對層間關鍵層以及保護層開採範圍的影響進行分析。結閤某礦開採煤2作為煤1保護層的工程實際,認為層間關鍵層在原設計工作麵長度情況下會影響煤1沿傾嚮的卸壓效果,提齣在煤2中佈置完全無煤柱搭接工作麵,相應的裂隙帶高度上升,相對降低煤1在裂隙帶中的層位,卸壓效果更充分,併且可以實現煤1沿傾嚮的連續以及反複卸壓。最後,綜閤迴採率和巷道工程量攷慮,煤2採用無煤柱開採方案比原方案增加迴採利潤2.84億元人民幣;與5 m小煤柱沿空掘巷相比,減少巖巷工程費用計600萬元人民幣,增加迴採利潤1.4億元人民幣。因此,研究的結論具有一定技術與經濟意義。
연구기우돌출매층련속사압적근거하보호층합리개채전개。위학정피보호층개채적가행성여사압효과,수선진행상사모의시험병제출기우관건층이론적채장“삼대”화분방법,결합실천수거학정피보호층재“삼대”중적층위급상응적사압효과,병대층간관건층이급보호층개채범위적영향진행분석。결합모광개채매2작위매1보호층적공정실제,인위층간관건층재원설계공작면장도정황하회영향매1연경향적사압효과,제출재매2중포치완전무매주탑접공작면,상응적렬극대고도상승,상대강저매1재렬극대중적층위,사압효과경충분,병차가이실현매1연경향적련속이급반복사압。최후,종합회채솔화항도공정량고필,매2채용무매주개채방안비원방안증가회채리윤2.84억원인민폐;여5 m소매주연공굴항상비,감소암항공정비용계600만원인민폐,증가회채리윤1.4억원인민폐。인차,연구적결론구유일정기술여경제의의。
The research was basis of reasonable mining on the nether protective seam in inclined contiguous seams with continuous pressure-relief on outburst coal seam. In order to confirm the feasibility of mining protected seam and its pressure-relief effect,the similar simulation experiments initially were carried out and a division approach of“three zones”(caving zone,fractured zone and sagging zone) in stope was proposed based on the theory of key strata. Then,combined with field data,the position of protected seam in“three zones”and its pressure-relief effect can be determined;the effect of key strata between contiguous seams and the range of mining protective seam were eventually analyzed. Engineering practice,which coal seam #2 was mined as protective seam of coal seam #1,was taken as an example. Key strata between contiguous seams would affect pressure-relief effect in inclined direction in the case of original designed length of mining face;mining faces without overlap joint were assigned in coal seam #2,which made fractured zone increased,and also the level of coal seam #1 decreased in the fractured zone relatively,made pressure-relief effect more sufficient,and fulfilled pressure-relief in the direction of dip continuously and repeatedly. Finally,recovery ratio and engineering work of tunneling were considered,and compared with the original scheme of mining coal seam #2,he scheme with no pillars increases profit 0.284 billion RMB;and compared with gob-side entry driving with 5m small coal pillars,the scheme with no pillars decreases the cost of rock roadway 6 million RMB,and increases profit 0.14 billion RMB. Therefore,the research conclusions have certain technical and economic significance.