中国安全生产科学技术
中國安全生產科學技術
중국안전생산과학기술
JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY
2014年
1期
18-25
,共8页
王云广%郭文兵%张子月%柴华彬
王雲廣%郭文兵%張子月%柴華彬
왕운엄%곽문병%장자월%시화빈
大跨度硐室%顶部卸压%应力%维护%数值模拟%分析
大跨度硐室%頂部卸壓%應力%維護%數值模擬%分析
대과도동실%정부사압%응력%유호%수치모의%분석
large-span chamber%top pressure relief%stress%safeguard%numerical simulation%analysis
深部大跨度硐室在高应力下常出现明显的围岩变形破坏,严重的会影响矿井的正常生产甚至引发事故。以新庄煤矿机头硐室受围压破坏变形为工程背景,分析机头硐室巷变形破坏的地质因素,提出采用顶部卸压法进行硐室维护的方案,并模拟卸压前后围岩应力及变形的变化。数值模拟结果表明顶部卸压后,硐室围岩应力重新分布,围岩应力下降和向深部转移;硐室顶底板围岩铅垂应力及两帮水平应力均减小,顶板围岩铅垂应力平均减少61.5%,底板浅部0-2 m区间内围岩铅垂应力接近0,水平应力平均减小75.4%。从模拟结果看,顶部卸压实施后有利于机头硐室的长期稳定。
深部大跨度硐室在高應力下常齣現明顯的圍巖變形破壞,嚴重的會影響礦井的正常生產甚至引髮事故。以新莊煤礦機頭硐室受圍壓破壞變形為工程揹景,分析機頭硐室巷變形破壞的地質因素,提齣採用頂部卸壓法進行硐室維護的方案,併模擬卸壓前後圍巖應力及變形的變化。數值模擬結果錶明頂部卸壓後,硐室圍巖應力重新分佈,圍巖應力下降和嚮深部轉移;硐室頂底闆圍巖鉛垂應力及兩幫水平應力均減小,頂闆圍巖鉛垂應力平均減少61.5%,底闆淺部0-2 m區間內圍巖鉛垂應力接近0,水平應力平均減小75.4%。從模擬結果看,頂部卸壓實施後有利于機頭硐室的長期穩定。
심부대과도동실재고응력하상출현명현적위암변형파배,엄중적회영향광정적정상생산심지인발사고。이신장매광궤두동실수위압파배변형위공정배경,분석궤두동실항변형파배적지질인소,제출채용정부사압법진행동실유호적방안,병모의사압전후위암응력급변형적변화。수치모의결과표명정부사압후,동실위암응력중신분포,위암응력하강화향심부전이;동실정저판위암연수응력급량방수평응력균감소,정판위암연수응력평균감소61.5%,저판천부0-2 m구간내위암연수응력접근0,수평응력평균감소75.4%。종모의결과간,정부사압실시후유리우궤두동실적장기은정。
The obvious displacement and deformation occurs often in deep chamber under high stress , which maybe affect the normal production , and what ’ s worse , cause safety accident when displacement and deformation are se-vere in coal mine .In this paper , on the background of displacement and deformation in head chamber of Xinzhuang Coal Mine , the geologic factors that effect the displacement and deformation of head chamber were analyzed , the design precept by applying top pressure relief of large-span chamber was put forward , and the stresses on the sur-rounding rocks and deformation of chamber were simulated before and after the pressure relief .Numerical simula-tion results showed that the stresses on the surrounding rocks were redistributed , which decreased and transferred to the deep rock;both horizontal stresses and vertical stresses were declined on roof and floor of chamber , the vertical stress of the roof rock was reduced by 61.5%and the stress was close to zero on the surface in 0-2 m depth of the floor , the horizontal stress of surrounding rock in two sides were reduced by 75.4%.The results of numerical simu-lation show that it is useful for long-term stability of the chamber .