建井技术
建井技術
건정기술
Mine Construction Technology
2015年
5期
42-45,37
,共5页
千米深井%巷道支护%方案优化%地应力%FLAC3D
韆米深井%巷道支護%方案優化%地應力%FLAC3D
천미심정%항도지호%방안우화%지응력%FLAC3D
deep mine with depth of 1 000 m%mine roadway support%plan optimization%earth stress%FLAC3D
为探讨千米深井巷道支护失效机理 ,解决巷道支护难题 ,对巨野矿区赵楼煤矿千米深井巷道——1304工作面轨道巷变形破坏规律进行了监测分析;在此基础上 ,采用有线差分软件FLAC3D ,进行支护方案和参数优化;最后通过现场监测,对优化方案效果进行了验证.现场监测表明 ,优化方案现场支护效果良好 ,顶板沉降量比原支护方案减小30% 以上 ,且经受住了回采考验 ,达到了预期目标.
為探討韆米深井巷道支護失效機理 ,解決巷道支護難題 ,對巨野礦區趙樓煤礦韆米深井巷道——1304工作麵軌道巷變形破壞規律進行瞭鑑測分析;在此基礎上 ,採用有線差分軟件FLAC3D ,進行支護方案和參數優化;最後通過現場鑑測,對優化方案效果進行瞭驗證.現場鑑測錶明 ,優化方案現場支護效果良好 ,頂闆沉降量比原支護方案減小30% 以上 ,且經受住瞭迴採攷驗 ,達到瞭預期目標.
위탐토천미심정항도지호실효궤리 ,해결항도지호난제 ,대거야광구조루매광천미심정항도——1304공작면궤도항변형파배규률진행료감측분석;재차기출상 ,채용유선차분연건FLAC3D ,진행지호방안화삼수우화;최후통과현장감측,대우화방안효과진행료험증.현장감측표명 ,우화방안현장지호효과량호 ,정판침강량비원지호방안감소30% 이상 ,차경수주료회채고험 ,체도료예기목표.
In order to discuss the support failure mechanism of the mining gateway support in the deep mine with a depth of 1 000 m and to solve the support difficulty of the mine gateway ,a monitoring and analysis was conducted on the deformation and failure law of the railway gateway in No.1304 coal mining face of the deep mine with a depth of 1 000 m of Zhaolou Mine in Juye Mining Area.Based on the circumstances ,finite difference software FLAC3D was applied to optimize the support plan and pa-rameters. Finally with the site monitoring and measuring ,verification was conducted on the optimized plan effect. The site monitoring and measuring showed that the site support effect of the optimized plan was excellent and the convergence between the roof and floor was reduced over 30% than the pre-vious support plan. The mine gateway support was passed the mining operation and the estimated tar-get of the gateway support was reached.