采矿与安全工程学报
採礦與安全工程學報
채광여안전공정학보
JOURNAL OF MINING AND SAFETY ENGINEERING
2015年
1期
14-19
,共6页
解盘石%伍永平%王红伟%任世广
解盤石%伍永平%王紅偉%任世廣
해반석%오영평%왕홍위%임세엄
大倾角煤层%大采高开采%运移规律%梯阶岩体结构%“支架-围岩”系统稳定性
大傾角煤層%大採高開採%運移規律%梯階巖體結構%“支架-圍巖”繫統穩定性
대경각매층%대채고개채%운이규률%제계암체결구%“지가-위암”계통은정성
steeply inclined coal seam%large mining height%strata movement%ladder strata structure%stability of“rock-support”system
为了研究大倾角厚煤层大采高综采围岩运移规律,采用现场实测、数值模拟和相似材料模拟实验相结合的方法,分析了大倾角大采高采场围岩运移、顶板结构和“支架-围岩”相互作用特征。结果表明:其采场围岩运移规律与一般采高大倾角煤层相似,具有明显非对称性;但大采高采场围岩的运移特征更为活跃,初次来压和周期性来压步距均明显减小,来压强度增大,并伴有煤壁片帮现象。采空区垮落顶板的滚滑、充填空间增大,破断基本顶易形成反倾向堆砌结构,工作面下部充填压实程度增加,导致工作面顶板受力非均衡性更明显,采场覆岩易形成多级梯阶岩体结构。顶板与支架的接触及施载特征更为复杂,支架载荷变化幅度增大,架间相互作用明显,工作面装备防倒、防滑难度加大。
為瞭研究大傾角厚煤層大採高綜採圍巖運移規律,採用現場實測、數值模擬和相似材料模擬實驗相結閤的方法,分析瞭大傾角大採高採場圍巖運移、頂闆結構和“支架-圍巖”相互作用特徵。結果錶明:其採場圍巖運移規律與一般採高大傾角煤層相似,具有明顯非對稱性;但大採高採場圍巖的運移特徵更為活躍,初次來壓和週期性來壓步距均明顯減小,來壓彊度增大,併伴有煤壁片幫現象。採空區垮落頂闆的滾滑、充填空間增大,破斷基本頂易形成反傾嚮堆砌結構,工作麵下部充填壓實程度增加,導緻工作麵頂闆受力非均衡性更明顯,採場覆巖易形成多級梯階巖體結構。頂闆與支架的接觸及施載特徵更為複雜,支架載荷變化幅度增大,架間相互作用明顯,工作麵裝備防倒、防滑難度加大。
위료연구대경각후매층대채고종채위암운이규률,채용현장실측、수치모의화상사재료모의실험상결합적방법,분석료대경각대채고채장위암운이、정판결구화“지가-위암”상호작용특정。결과표명:기채장위암운이규률여일반채고대경각매층상사,구유명현비대칭성;단대채고채장위암적운이특정경위활약,초차래압화주기성래압보거균명현감소,래압강도증대,병반유매벽편방현상。채공구과락정판적곤활、충전공간증대,파단기본정역형성반경향퇴체결구,공작면하부충전압실정도증가,도치공작면정판수력비균형성경명현,채장복암역형성다급제계암체결구。정판여지가적접촉급시재특정경위복잡,지가재하변화폭도증대,가간상호작용명현,공작면장비방도、방활난도가대。
To research the overlying strata movement around large mining height fully-mechanized face in steeply inclined thick seam, the field measurement, numerical simulation and similar material simulation methods were used to analyze the strata movement, roof structure and rock-support interac-tion characteristics in this paper. The results indicate that strata movement of large mining height face is similar to general mining height face in steeply inclined seam, which has asymmetry characteristic along the inclined direction of coal face, but the deformation, failure and movement of surrounding rock is more active, roof weighting step decreases obviously and weighting strength increases, while accom-panying with rib fall of coal wall. In addition, the space size of slipping, rolling and filling of caving roof increases, and the anti-dip pile structure is easily formed after the fracturing of main roof, while the filling and compacting degree of failure roof increases at the lower part of coal face, which inducing <br> more significant unbalance mechanics features between the upper and lower part of coal face, and the multilevel ladder strata structure is easily formed in overlying strata above the face. Moreover, the characteristics of contacting and loading of roof-support system is more complex, the change range of support load and interaction between supports increase obviously, while the anti-toppling and anti-skid of coal face equipment is more difficult.