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沿空掘巷锚网梁索联合支护技术
欧懿1,2,朱川曲1,李青锋1,康付如3,杨党委11,2,3
1.湖南科技大学 湖南省煤炭安全开采重点实验室,湖南 湘潭 411201;2. 湘潭县国土资源局,湖南 湘潭 411228;3. 贵州省矿山安全科学研究院,贵州 贵阳 550025
摘要:
本文结合沿空掘巷支护特点,通过数值模拟分析确定了山脚树矿21128回风巷合理煤柱的留设宽度为7 m.采用钻孔岩层结构探测技术手段对巷道围岩松动情况进行探测,确定了巷道松动圈影响范围一般在2.2 m左右,为支护方式的确定和支护参数优化提供了实际依据,提出了锚网梁索支护方案.通过FLAC3D有限差分软件分析和工程监测结果表明,巷道围岩变形在安全生产允许范围内,顶板离层较小,巷道围岩得到了有效控制.
关键词:  沿空掘巷  合理煤柱  围岩松动探测  联合支护  工程监测
DOI:
分类号:TD353
基金项目:国家自然科学基金资助项目(51174086);国家自然科学基金资助项目(51274096)
Technical of combined supporting with boltmesh and cable in driving roadway along goaf
Ou Yi1,2,Zhu Chuanqu1,Li Qingfeng1,Kang Furu3,Yang Dangwei11,2,3
1.Hunan Provincial Key Laboratory of Coal Mine Safety,Hunan University of Science and Technology, Xiangtan 411201,China;2.The Land Resources Anthorlty Xiangtan County, Xiangtan 411228,China;3.Guizhou Mine Safety Scientific Reasearch Institute,Guiyang 550025,China
Abstract:
Based on the characteristics of supporting design of road driving along next goaf, the reasonable design of coal pillar width of returning air lane 21128 in the Bottom Tree Mine was 7 m. The drilling strata structure detection technology was adopted to detect the surrounding rock loose condition, the influence circle of roadway loose was determined around 2.2 m, which it provided the practical basis of determination of supporting method and parameters optimization of support, and proposed the beam and metal net supporting scheme as well. The results show that the deformation of roadway surrounding rock in the range of allowable safety production, roof abscission layer of is small, and roadway surrounding rock is effectively controlled.
Key words:  roadway driving along goaf  narrow coal pillar  surrounding rock loose detection  combined supporting  engineering monitoring
湖南科技大学学报(自然科学版)
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