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
2013年
5期
642-647
,共6页
周楠%张吉雄%缪协兴%张强
週楠%張吉雄%繆協興%張彊
주남%장길웅%무협흥%장강
预掘两巷%前进式开采%固体充填采煤%沿空留巷%充实率
預掘兩巷%前進式開採%固體充填採煤%沿空留巷%充實率
예굴량항%전진식개채%고체충전채매%연공류항%충실솔
two entries pre-excavation%advancing mining%solid backfill mining%gob-side entry re-taining%filling ratio
针对部分“三下”压煤区域地质条件及已存在巷道系统的限制问题,为保证固体充填开采之后对岩层移动及地表变形的控制效果,提出了预掘两巷前进式固体充填采煤技术,分析了该技术的原理及难点,建立了预掘两巷前进式固体充填系统、优化了充填采煤关键设备结构及布置方案,设计了固体充填采煤无煤柱沿空留巷方案及工艺,优化了充填采煤与沿空留巷一体化工艺。现场实践表明,预掘两巷前进式固体充填采煤技术可有效控制岩层移动与地表变形,采空区充实率达90.6%,无煤柱沿空留巷断面保持在原断面的90%以上,地表最大下沉值125 mm,可安全高效地开采类似条件“三下”压煤资源。
針對部分“三下”壓煤區域地質條件及已存在巷道繫統的限製問題,為保證固體充填開採之後對巖層移動及地錶變形的控製效果,提齣瞭預掘兩巷前進式固體充填採煤技術,分析瞭該技術的原理及難點,建立瞭預掘兩巷前進式固體充填繫統、優化瞭充填採煤關鍵設備結構及佈置方案,設計瞭固體充填採煤無煤柱沿空留巷方案及工藝,優化瞭充填採煤與沿空留巷一體化工藝。現場實踐錶明,預掘兩巷前進式固體充填採煤技術可有效控製巖層移動與地錶變形,採空區充實率達90.6%,無煤柱沿空留巷斷麵保持在原斷麵的90%以上,地錶最大下沉值125 mm,可安全高效地開採類似條件“三下”壓煤資源。
침대부분“삼하”압매구역지질조건급이존재항도계통적한제문제,위보증고체충전개채지후대암층이동급지표변형적공제효과,제출료예굴량항전진식고체충전채매기술,분석료해기술적원리급난점,건립료예굴량항전진식고체충전계통、우화료충전채매관건설비결구급포치방안,설계료고체충전채매무매주연공류항방안급공예,우화료충전채매여연공류항일체화공예。현장실천표명,예굴량항전진식고체충전채매기술가유효공제암층이동여지표변형,채공구충실솔체90.6%,무매주연공류항단면보지재원단면적90%이상,지표최대하침치125 mm,가안전고효지개채유사조건“삼하”압매자원。
Restricted by geological conditions and existing roadways layout of some mining area under buildings, railways, and water bodies, to guarantee the controlling effect of solid backfill mining to stra-ta movement and ground deformation, the article proposed solid backfill mining technology on condi-tion of two entries pre-excavation, analyzed its principle and the technical difficulties, established ad-vancing solid backfill mining system on condition of two entries pre-excavation, optimized key equip-ment structure for backfill mining and corresponding layout, and designed an integrated technique and a comprehensive system based on the technical features of both solid backfill mining and gob-side entry. On-site practice shows that the filling ratio of 90.6%is achieved, the cross section of the retained entries account for more than 90%of the original one, and the maximal sinking value of the ground is 125 mm, which prove this technology can effectively control the strata movement and ground deformation. This integrated technology shows a great potential for excavating the coal resource under similar conditions.