安徽理工大学学报(自然科学版)
安徽理工大學學報(自然科學版)
안휘리공대학학보(자연과학판)
JOURNAL OF ANHUI UNIVERSITY OF SCIENCE AND TECHNOLOGY(NATURAL SCIENCE)
2014年
1期
15-18,23
,共5页
硬岩巷道%深孔预裂%强度弱化%机械化开采
硬巖巷道%深孔預裂%彊度弱化%機械化開採
경암항도%심공예렬%강도약화%궤계화개채
hard rock roadway%deep hole pre-splitting%strength weakening%mechanized mining
岩石巷道综合机械化快速掘进有助于改善采掘接续紧张的局面,而岩石硬度是影响综掘设备快速掘进的关键因素之一。针对硬岩巷道围岩岩性特点,利用超深孔预裂爆破技术,对硬岩巷道岩体强度进行弱化,并通过工程实践检验预裂效果,结果表明:硬岩巷道超深孔预裂爆破后,钻孔周围形成压碎区、裂隙区,使岩体有效强度降低,有利于综掘截割机具经济破岩;理论及数值模拟分析得出钻孔爆破后形成半径为1.8 m左右的松动破坏区;通过对新庄孜矿-812 m水平B4胶带大巷硬岩进行超深孔预裂爆破,钻孔窥视及工程验证爆破松动半径能够达到1.5~2.5 m之间,取得了良好的岩体强度弱化效果,为硬岩巷道机械化快速施工技术研究提供指导。
巖石巷道綜閤機械化快速掘進有助于改善採掘接續緊張的跼麵,而巖石硬度是影響綜掘設備快速掘進的關鍵因素之一。針對硬巖巷道圍巖巖性特點,利用超深孔預裂爆破技術,對硬巖巷道巖體彊度進行弱化,併通過工程實踐檢驗預裂效果,結果錶明:硬巖巷道超深孔預裂爆破後,鑽孔週圍形成壓碎區、裂隙區,使巖體有效彊度降低,有利于綜掘截割機具經濟破巖;理論及數值模擬分析得齣鑽孔爆破後形成半徑為1.8 m左右的鬆動破壞區;通過對新莊孜礦-812 m水平B4膠帶大巷硬巖進行超深孔預裂爆破,鑽孔窺視及工程驗證爆破鬆動半徑能夠達到1.5~2.5 m之間,取得瞭良好的巖體彊度弱化效果,為硬巖巷道機械化快速施工技術研究提供指導。
암석항도종합궤계화쾌속굴진유조우개선채굴접속긴장적국면,이암석경도시영향종굴설비쾌속굴진적관건인소지일。침대경암항도위암암성특점,이용초심공예렬폭파기술,대경암항도암체강도진행약화,병통과공정실천검험예렬효과,결과표명:경암항도초심공예렬폭파후,찬공주위형성압쇄구、렬극구,사암체유효강도강저,유리우종굴절할궤구경제파암;이론급수치모의분석득출찬공폭파후형성반경위1.8 m좌우적송동파배구;통과대신장자광-812 m수평B4효대대항경암진행초심공예렬폭파,찬공규시급공정험증폭파송동반경능구체도1.5~2.5 m지간,취득료량호적암체강도약화효과,위경암항도궤계화쾌속시공기술연구제공지도。
Fully mechanized rapid excavation in rock roadways is helpful to improve the intensive situation of the mining and driving continuance .One of the key factors is the rock hardness , which affects rapid excavation of fully mechanized equipment .Surrounding rock characteristics of hard rock roadways were concerned , the tech-nology of the pre-splitting blasting in deep boreholes was used to weaken hard rocks in roadways , and the engi-neering practice was carried out to examine the effect of pre -splitting .The results showed that after pre -split-ting blasting in deep boreholes , crushed and fractured zones appear around the boreholes , the effective strength of rocks were reduced in the crushed and fractured zones , which ensures economic breaking rocks by fully mech-anized cutting machines .Theoretical analysis and numerical simulation results showed that fractured zone with radius of about 1.8 m appeares after blasting .The technology was used to weaken hard rocks in B 4 belt convayor roadway at -812 m level in Xinzhuangzi Coal Mine .The results by observation in borehols and engineering veri-fication showed that blasting loosen radius reaches 1.5 m to 2.5 m, good weakening results were achieved , which provides important guidance for the mechanized rapid excavation technology research in rock roadways .