辽宁工程技术大学学报(自然科学版)
遼寧工程技術大學學報(自然科學版)
료녕공정기술대학학보(자연과학판)
JOURNAL OF LIAONING TECHNICAL UNIVERSITY NATURAL SCIENCE EDITION
2013年
4期
461-466
,共6页
林继凯%成云海%姜福兴%付宝杰%张东%冯飞胜
林繼凱%成雲海%薑福興%付寶傑%張東%馮飛勝
림계개%성운해%강복흥%부보걸%장동%풍비성
厚硬覆岩%沿空留巷%悬顶%矸石充填%侧向覆岩运动%动静载荷%侧向覆岩结构模型%试验
厚硬覆巖%沿空留巷%懸頂%矸石充填%側嚮覆巖運動%動靜載荷%側嚮覆巖結構模型%試驗
후경복암%연공류항%현정%안석충전%측향복암운동%동정재하%측향복암결구모형%시험
thick hard roof%gob side entry retaining%flap top%gangue filling%lateral overburden motion%static and dynamic load%structure model of lateral overburden rock%test
为了解决厚硬覆岩下沿空留巷侧向爆破断顶施工难度大、工艺复杂的问题,研究充填体在动静载荷下适应性,拟采用巷旁充填柔性材料(矸石)实现留巷.通过刚、柔性约束矸石体试验,分析了不同粒径及横向支护应力对其承载力的影响,掌握了袋装矸石单轴压缩应力应变关系;基于建立的沿空巷旁侧向覆岩结构模型,得到了充填体动静载荷计算方法.研究结果表明:巷旁充填矸石能适应侧向悬顶旋转断裂产生的动静载荷,且施工简单,对厚硬及其类似覆岩下沿空留巷支护设计的确定提供了科学依据.
為瞭解決厚硬覆巖下沿空留巷側嚮爆破斷頂施工難度大、工藝複雜的問題,研究充填體在動靜載荷下適應性,擬採用巷徬充填柔性材料(矸石)實現留巷.通過剛、柔性約束矸石體試驗,分析瞭不同粒徑及橫嚮支護應力對其承載力的影響,掌握瞭袋裝矸石單軸壓縮應力應變關繫;基于建立的沿空巷徬側嚮覆巖結構模型,得到瞭充填體動靜載荷計算方法.研究結果錶明:巷徬充填矸石能適應側嚮懸頂鏇轉斷裂產生的動靜載荷,且施工簡單,對厚硬及其類似覆巖下沿空留巷支護設計的確定提供瞭科學依據.
위료해결후경복암하연공류항측향폭파단정시공난도대、공예복잡적문제,연구충전체재동정재하하괄응성,의채용항방충전유성재료(안석)실현류항.통과강、유성약속안석체시험,분석료불동립경급횡향지호응력대기승재력적영향,장악료대장안석단축압축응력응변관계;기우건립적연공항방측향복암결구모형,득도료충전체동정재하계산방법.연구결과표명:항방충전안석능괄응측향현정선전단렬산생적동정재하,차시공간단,대후경급기유사복암하연공류항지호설계적학정제공료과학의거.
In order to solve the problem of difficulty in process by lateral roof-broken explosion about gob side entry retaining under thick hard roof, the adaptability of filling in static and dynamic load was researched. So, gob side entry retaining was carried out by roadway-side filling with flexible material (gangue). The influence of the different diameter and lateral support stress to load-carrying properties were analyzed and stress-strain relationship of the uniaxial compression was gained by tests. Meanwhile, calculation method of static and dynamic load was obtained with lateral strata’s constructional model established .The results shows that: process of roadway-side filling with gangue was simple and scientific basis was provided for the supporting design determination.