新型树脂锚杆巷帮支护技术及其应用

    Support Technology for Coal Walls of Roadways by New Resin Boltings and Its Application

    • 摘要: 为研究新型树脂锚杆巷帮支护效果,以山西王庄矿62B2工作面为工程背景,采用FLAC3D对巷道无支护条件下的应力分布情况进行了数值模拟,确定了巷道围岩的最大垂直应力分布区域。通过现场测试,针对新型树脂锚杆和传统锚杆的支护效果进行了对比分析。结果表明:无支护条件下,巷道围岩的最大垂直应力分布在巷道两侧围岩内靠近巷道约8~9 m区域;在应力集中区,采用新型树脂锚杆支护区域的巷道形变量明显大于传统锚杆,而在应力正常区则正好相反;新型树脂锚杆目前只适用于应力较小、煤壁相对完整的区域,而高应力区域新型树脂锚杆支护效果较差。

       

      Abstract: In order to investigate the support effect of new resin boltings in roadways underground coalmine, 62B2 working face of Wangzhuang Coal Mine in Shanxi Province was chosen as the engineering background. The software, FLAC3D, was used to numerically simulate the stress distribution of this roadway in 62B2 working face without support, and the distribution zone of the maximum vertical stress was determined. Comparison of support effect between the new resin boltings and traditional boltings was made through field tests. The research result shows that the zone with the maximum vertical stress is distributed in the place which is around 8 m to 9 m away from the roadway without support. In the area of stress concentration, the deformation of roadway supported by the new resin boltings is obviously larger than that by the traditional boltings. However, the result is inverse in the area of normal stress. The resin bolting is practical in the low-stress zone where the coal walls are relatively intact, but it is not suitable for the high-stress zone due to the bad support effect.

       

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