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金属矿山 ›› 2016, Vol. 45 ›› Issue (01): 34-38.

• 采矿工程 • 上一篇    下一篇

不等长工作面覆岩活动及回采巷道采动影响变形规律

卢邦稳1,2,刘长武1,2,谢辉1,2,何涛1,2,王丁1,2   

  1. 1.水力学与山区河流开发保护国家重点实验室,四川 成都 610065;2.四川大学水利水电学院,四川 成都 610065
  • 出版日期:2016-01-15 发布日期:2016-03-11
  • 基金资助:

    * 国家重点基础研究发展计划(973计划)项目(编号:2010CB226802),国家自然科学基金煤炭联合基金重点项目(编号:51134018),国家自然科学基金项目(编号:51369001)。

Law of Overburden Strata Movement and Mining Roadway Deformation under Mining Influence in the Unequal Length of Working Face

Lu Bangwen1,2,Liu Changwu1,2,Xie Hui1,2,He Tao1,2,Wang Ding1,2   

  1. 1.State Key Laboratory of Hydraulics and Mountain River Engineering,Chengdu 610065,China;2.College of Water Resource and Hydropower,Sichuan University,Chengdu 610065,China
  • Online:2016-01-15 Published:2016-03-11

摘要: 受断层影响,冀中能源股份有限公司邢东矿2225工作面沿推进方向斜长依次为50 m、80 m和126 m 3段。为研究不等长工作面覆岩活动规律和回采巷道采动影响变形规律,在工作面顶底板、巷道围岩中布置监测仪器,监测工作面生产过程中的顶板岩层位移、底板破坏深度以及巷道围岩表面位移。结果表明:随着工作面的推进,顶底板岩层移动和巷道变形逐渐增大;在工作面距一号测站-32~-42.8 m时测点底板岩层位移斜率达到4 mm/m,底板最大破坏深度超过45 m;当工作面推进至距三号测站40.1 m处时,顶底板相对位移为0.45 m左右,巷道两帮相对位移约0.5 m,位移相对速率达到20 mm/d。随工作面长度增加,工作面前方底板岩层扰动距离和底板岩层变形量明显增加;二号测点工作面长度为126 m,底板前方扰动距离约为40.5 m,该测点底板岩层位移已达300 mm左右;而一号测点工作面长度为50 m,前方扰动距离约为92.8 m,底板岩层位移最终只有90 mm。

关键词: 不等长工作面, 采动影响, 覆岩活动, 巷道变形, 现场监测

Abstract: Affected by fault,the length of 2225 working face in Xingdong coal mine,Jizhong Energy Resources Co.,Ltd.,presents 50 m,80 m and 126 m along with the drifting direction.In order to research the laws of overburden strata movement and roadway deformation under the influence of strata movement in the unequal length of working face,monitoring instruments were installed in the roof and floor stratum and surrounding rock of roadway to monitor the roof strata displacement,the destroyed floor depth and the roadway deformation.The results showed that:With working face advancing,there is a gradual increase for the laws of overburden strata movement and roadway deformation under the influence of strata movement.As for No.1 monitoring station,when the working face was -32~-42.8 m distant from the station,the displacement rate of floor strata was 4 mm/m,and the destroyed floor depth surpassed 45 m.As for No.3 monitoring station,when the working face was 40.1 m distant from the station,the relative displacement between roof and floor strata was about 0.45 m,the relative displacement between roadway's sides was about 0.5 m and the displacement rate was 20 mm/d.And there is a great influence for the length of working face to the disturbance and displacements of the floor strata,with a significant increase on the elongation of the working face length.As for No.2 monitoring station where the length of working face was 126m,the floor disturbance distance ahead was about 40.5 m,and the floor strata displacement was approximately 300 mm;by contrast;As for No.1 monitoring station where the length of working face was 50 m,the floor disturbance distance ahead was about 92.8 m,and the floor strata displacement was just 90 mm.

Key words: Unequal length of working face, Mining influence, Overburden strata movement, Roadway deformation, Field monitoring