中国安全生产科学技术
中國安全生產科學技術
중국안전생산과학기술
JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY
2014年
8期
28-33
,共6页
近距离煤层%开切眼%稳定周期
近距離煤層%開切眼%穩定週期
근거리매층%개절안%은정주기
close coal seam%open-off cut%stable period
在近距离煤层群的下行开采中,上位煤层的回采直接影响到下位煤层开切眼围岩的应力分布、破坏规律以及围岩的运移规律,从而影响到切眼的支护方式。为了分析下位煤层工作面切眼锚杆支护的稳定周期,利用基于三维显式有限差分法的计算工具Flac3D,以矿井近距离煤层工作面10603的切眼支护为工程实例,对比分析了上位煤层开采后,切眼围岩在支护前和支护后的应力分布、破坏规律和运移规律。结果表明,切眼进行锚杆支护后,应力集中带及影响范围都减少了50%,围岩剪应力由支护前的2.5 MPa降低到支护后的0.6 MPa,围岩塑性区域比支护前减少了40%,有效地控制了围岩的破坏,且切眼顶底板稳定周期为26天,两帮稳定周期为28~30天。
在近距離煤層群的下行開採中,上位煤層的迴採直接影響到下位煤層開切眼圍巖的應力分佈、破壞規律以及圍巖的運移規律,從而影響到切眼的支護方式。為瞭分析下位煤層工作麵切眼錨桿支護的穩定週期,利用基于三維顯式有限差分法的計算工具Flac3D,以礦井近距離煤層工作麵10603的切眼支護為工程實例,對比分析瞭上位煤層開採後,切眼圍巖在支護前和支護後的應力分佈、破壞規律和運移規律。結果錶明,切眼進行錨桿支護後,應力集中帶及影響範圍都減少瞭50%,圍巖剪應力由支護前的2.5 MPa降低到支護後的0.6 MPa,圍巖塑性區域比支護前減少瞭40%,有效地控製瞭圍巖的破壞,且切眼頂底闆穩定週期為26天,兩幫穩定週期為28~30天。
재근거리매층군적하행개채중,상위매층적회채직접영향도하위매층개절안위암적응력분포、파배규률이급위암적운이규률,종이영향도절안적지호방식。위료분석하위매층공작면절안묘간지호적은정주기,이용기우삼유현식유한차분법적계산공구Flac3D,이광정근거리매층공작면10603적절안지호위공정실례,대비분석료상위매층개채후,절안위암재지호전화지호후적응력분포、파배규률화운이규률。결과표명,절안진행묘간지호후,응력집중대급영향범위도감소료50%,위암전응력유지호전적2.5 MPa강저도지호후적0.6 MPa,위암소성구역비지호전감소료40%,유효지공제료위암적파배,차절안정저판은정주기위26천,량방은정주기위28~30천。
In the downward mining of close distance coal seam group , the mining of upper coal seam directly affects the stress distribution , damage law and migration law of surrounding rock in lower coal seam , thereby affecting the support pattern of open-off cut .In order to analysis the stable period of open-off cut support in lower coal seam with anchor bolt support , by using the computing tools Flac 3D, which was based on three dimensional explicit finite difference method , and taking the 10603 working face in close coal seam as example , the stress distribution , dam-age law and migration law of open-off cut under support or not , with the upper coal seam has been mined , were comparatively analyzed .The results showed that after the open-off cut has been supported with anchor bolt , the stress concentration belt and its influence scope of surrounding rock are decreased by 50%, the shear stress of sur-rounding rock has down to 0.6 MPa from 2.5 MPa, the plastic area of surrounding rock reduces by more than 40%, the stable period of roof and floor is 26 days, and the stable period of sides is 28~30 days.