深井高应力巷道围岩变形特征及控制对策研究
Surrounding Rock Deformation Characteristic of Deep Roadway with High-stress and Control Countermeasure
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摘要: 选择邢东矿-980m大巷为监测巷道,以智能型多基点位移监测仪为监测工具,对巷道围岩不同层位岩层的变形情况进行高精度监测。综合分析监测结果得出:巷道围岩破坏范围大,且围岩变形主要集中在1~3m和3~6m;巷道围岩各层位岩层的变形过程大致分为:剧烈变形阶段、趋缓变形阶段、稳定变形阶段。根据所得结果,提出了以"高阻让压,二次支护"为原则的分阶段支护技术,并取得了良好的成效。Abstract: Selecting-980m Main Roadway in Xingdong Colliery as monitoring roadway and applying intelligent multi-point displacement meter,rock deformation of different rock stratum positions was monitored. Results showed that failure range of surrounding rock was large,deformation value was mainly within 1-3m and 3-6m. Rock deformation processes might be classified as: severe deformation phrase,slow deformation phrase,steady deformation phrase. Grading supporting principle of resisting pressure with high resistance and secondary supporting was put forward. Good effect was made.
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