富水弱胶结软岩巷道多场耦合灾变机制与协同控制技术研究OA
Research on Multi-field Coupling Disaster Mechanism and Collaborative Control Technology of Rich Water Weak Cemented Soft Rock Roadway
针对榆树井煤矿 3808S 运输巷富水弱胶结软岩巷道大变形、支护失效频发、维护成本高等问题,基于"水-力-化学多场耦合"致灾理论,提出"截源控渗-立体加固-协调卸压"协同控制技术,采用深孔帷幕注浆截源控渗,全断面立体锚注加固,恒阻让压锚索协调卸压.现场工程实践显示,该技术有效降低了顶底板的移近量,从原有的 1200 mm减少至 250~300 mm之间,底鼓量从 650 mm 降至 80~120 mm,锚杆失效率从 25%降至 3%,维护成本由 1800 元/m 降至 700 元/m,月进尺从 300 m 提升至 550 m.该技术有效解决富水软岩巷道灾变问题,为同类工程提供借鉴.
Aiming at the problems of large deformation,frequent support failures,high maintenance costs and others in the rich water and weak cemented soft rock roadway of the 3808S transportation roadway of Yushujing Coal Mine,based on the disaster-causing theory of"water-force-chemical multi-field coupling",a collaborative control technology of"source interception and seepage control-three-dimensional reinforcement-coordinated pressure relief"is proposed.Deep hole curtain grouting source interception and seepage control,full cross section three-dimensional anchoring reinforcement,and constant resistance yielding anchor cable coordinate pressure relief are adopted.The on-site engineering practice indicates that this technology effectively decreases the displacement amount of the roof and floor,which is reduced from the original 1200 mm to between 250-300 mm,the heaving floor amount is decreased from 650 mm to 80-120 mm,the anchor rod failure rate is decreased from 25%to 3%,the maintenance cost is decreased from 1800 yuan/m to 700 yuan/m,and the monthly footage is improved from 300 m to 550 m.This technology effectively solves the disaster problem of rich water soft rock roadways and provides reference for similar projects.
刘其路;刘栋;刘统申
内蒙古上海庙矿业有限责任公司榆树井煤矿,内蒙古 鄂尔多斯 016200内蒙古上海庙矿业有限责任公司榆树井煤矿,内蒙古 鄂尔多斯 016200内蒙古上海庙矿业有限责任公司榆树井煤矿,内蒙古 鄂尔多斯 016200
矿业与冶金
富水弱胶结软岩支护
rich waterweak cementationsoft rocksupport
《山东煤炭科技》 2026 (4)
163-168,6
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