陈上元, 宋常胜, 郭志飚, 王炯, 王炀. 深部动压巷道非对称变形力学机制及控制对策[J]. 煤炭学报, 2016, (1). DOI: 10.13225/j.cnki.jccs.2015.0350
引用本文: 陈上元, 宋常胜, 郭志飚, 王炯, 王炀. 深部动压巷道非对称变形力学机制及控制对策[J]. 煤炭学报, 2016, (1). DOI: 10.13225/j.cnki.jccs.2015.0350
CHEN Shang-yuan, SONG Chang-sheng, GUO Zhi-biao, WANG Jiong, WANG Yang. Asymmetric deformation mechanical mechanism and control countermeasure for deep roadway affected by mining[J]. Journal of China Coal Society, 2016, (1). DOI: 10.13225/j.cnki.jccs.2015.0350
Citation: CHEN Shang-yuan, SONG Chang-sheng, GUO Zhi-biao, WANG Jiong, WANG Yang. Asymmetric deformation mechanical mechanism and control countermeasure for deep roadway affected by mining[J]. Journal of China Coal Society, 2016, (1). DOI: 10.13225/j.cnki.jccs.2015.0350

深部动压巷道非对称变形力学机制及控制对策

Asymmetric deformation mechanical mechanism and control countermeasure for deep roadway affected by mining

  • 摘要: 为解决深部动压巷道支护的技术难题,以鹤煤九矿东总回风巷为研究背景,针对东总回风巷非对称变形量大且难支护的问题,采用现场调研、工程地质分析、物理相似模拟和现场试验相结合的方法,对巷道变形破坏机理和控制对策进行了研究。研究结果表明:巷道变形破坏受围岩岩性、构造应力、采动应力、重力、地质构造等多种因素影响,其变形力学机制确定为IABIIABDIIIABC型;采动应力造成巷道围岩应力场的大小和方向发生了改变,是巷道产生非对称变形的主要因素。通过选取针对性的控制对策将复合型变形力学机制转化为单一型,提出了"锚网索喷+底角锚杆+全断面注浆+反底拱"非对称耦合控制对策,并在现场进行了应用。相似模拟和现场监测结果显示:该控制对策有效控制了围岩非对称变形,现场应用效果良好。

     

    Abstract: In order to solve the technical problem of roadway support under deep dynamic stress,using the background of the east main ventilation roadway in Hebi No. 9 Coal Mine and its problems of large asymmetric deformation and hard supporting,the deformation failure mechanism of roadway and its control countermeasure are investigated by com- bining the research methods of field investigation, engineering geological analysis and physical analog simulation as well as field tests. The obtained results indicate that the deformation failure of roadway is influenced by the surrounding rock lithology,tectonic stress,mining stress,gravity,geological structure and other factors. Its deformation mechanism is determined as type of IAB IIABD IIIABC . The mining-induced stress is the main factor for roadway asymmetric deformation because it can change the value and direction of surrounding rock stress field. Choosing the specific control counter- measure to transform the compound deformation mechanism into a single type,the asymmetric coupling control counter- measure of “bolt-mesh-cable-shotcrete+floor-bolt+whole-setion-grouting+inverted-arch” is proposed and then applied at Hebi No. 9 Coal Mine. The results of analog simulation and field monitoring show that the control strategy is effective in controlling the asymmetric deformation of surrounding rock and a good effect of field application is achieved.

     

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