矿业安全与环保
礦業安全與環保
광업안전여배보
MINING SAFETY & ENVIRONMENTAL PROTECTION
2014年
2期
28-31
,共4页
刘进晓%刘伟韬%穆玉兵%赵国会
劉進曉%劉偉韜%穆玉兵%趙國會
류진효%류위도%목옥병%조국회
矸石膏体%均匀设计法%管道输送%三轴压缩试验%采煤方法%充填技术
矸石膏體%均勻設計法%管道輸送%三軸壓縮試驗%採煤方法%充填技術
안석고체%균균설계법%관도수송%삼축압축시험%채매방법%충전기술
waste paste%uniform design method%pipeline delivery%triaxial compression test%coal-mining system%filling technology
矸石膏体充填技术为“三下”压煤开采提供了一种新的方法。针对煤矿配制矸石膏体存在因素和水平较多的实际情况,提出用均匀设计法优化配比矸石膏体,并对固结后矸石膏体的力学性能进行了测试,结果表明:当煤矸石、粉煤灰、水泥的质量比为7.5:3.5:1,膏体材料的质量浓度为81%时,矸石膏体的管道输送和强度都满足要求,是本次试验的最优结果;矸石膏体的破坏主要发生在粗集料和胶结材料的界面,矸石膏体破坏前的变形较小,不超过2%。矸石膏体在不同围压作用下,充填体三轴压缩表现出线弹性变形阶段和塑性强化阶段的变形特征,基本不存在软化阶段。
矸石膏體充填技術為“三下”壓煤開採提供瞭一種新的方法。針對煤礦配製矸石膏體存在因素和水平較多的實際情況,提齣用均勻設計法優化配比矸石膏體,併對固結後矸石膏體的力學性能進行瞭測試,結果錶明:噹煤矸石、粉煤灰、水泥的質量比為7.5:3.5:1,膏體材料的質量濃度為81%時,矸石膏體的管道輸送和彊度都滿足要求,是本次試驗的最優結果;矸石膏體的破壞主要髮生在粗集料和膠結材料的界麵,矸石膏體破壞前的變形較小,不超過2%。矸石膏體在不同圍壓作用下,充填體三軸壓縮錶現齣線彈性變形階段和塑性彊化階段的變形特徵,基本不存在軟化階段。
안석고체충전기술위“삼하”압매개채제공료일충신적방법。침대매광배제안석고체존재인소화수평교다적실제정황,제출용균균설계법우화배비안석고체,병대고결후안석고체적역학성능진행료측시,결과표명:당매안석、분매회、수니적질량비위7.5:3.5:1,고체재료적질량농도위81%시,안석고체적관도수송화강도도만족요구,시본차시험적최우결과;안석고체적파배주요발생재조집료화효결재료적계면,안석고체파배전적변형교소,불초과2%。안석고체재불동위압작용하,충전체삼축압축표현출선탄성변형계단화소성강화계단적변형특정,기본불존재연화계단。
The filling technology with waste paste provided a new method for coal mining under buildings, railways and water-bodies. To counter to the actual situation in the proportioning of the waste paste in coal mines, a uniform design method was proposed for optimizing the proportioning of the waste paste and the mechanical properties of the consolidated waste paste were tested. The test results showed that when the mass ratio of the waste, fly ash and cement was 7. 5 : 3. 5 : 1 and the mass concentration of the waste paste material was 81%, the pipeline delivery and strength of the waste paste met the requirements. The optimal results obtained in this test showed that the damage of the waste paste occurred mainly on the interface of the coarse aggregate and the cementing material, before the damage of the waste paste, its deformation was smaller, less than 2%. Under the action of different confining pressures, the triaxial compression of the filling body showed the deformation characteristics in both the elastic deformation stage and plastic reinforcement stage, and the softening stage did not exist basically.