超高压水力切压一体化切顶卸压技术研究与应用

Research and Application on Roof Cutting and Pressure Relief Technology with Ultra-high Pressure Hydraulic Cutting and Fracturing Integration

  • 摘要: 针对山西保利裕丰煤业有限公司32_上03工作面回采过程中顺槽巷道矿压显现剧烈、维护困难、沿空小煤柱破坏严重等问题,基于水力压裂定向切顶原理,提出采用超高压水力切压一体化技术进行切顶卸压。通过超高压水射流在钻孔内按预设切顶面走向将顶板岩石切割一定长度约2 m深导向割槽,再采取分段压裂方法沿导向割槽方向进行压裂,使顶板沿预设方向断裂,隔断采动矿压的传递。试验设计包括2 m、3 m、4 m三组钻孔间距,再结合不同钻孔深度进行试验。结果显示:当钻孔间距设为3 m、深度20 m时,切顶卸压效果最佳。最大水平主应力降至6 MPa,与原始水平主应力相比降低37.5%;垂直主应力降至1.02 MPa,与原始垂直主应力相比降低75.8%。

     

    Abstract: In view of the problems of severe mine pressure behavior,difficult maintenance,severe damage to small coal pillars along goaf and others during the stoping process of the 32upper03 working face in Shanxi Baoly Yufeng Coal Industry Co.,Ltd.,based on the principle of hydraulic fracturing directional roof cutting,it is proposed to use ultra-high pressure hydraulic cutting and fracturing integration technology for roof cutting and pressure relief.By using ultra-high pressure water jet to cut the roof rock in the borehole to a certain length of about 2 m deep guided cutting groove according to the preset roof cutting surface direction.Then,a segmented fracturing method is adopted along the direction of the guided cutting groove for fracturing,let the roof to be fractured in the preset direction and the transmission of mining pressure to be blocked.The experimental design includes three sets of borehole spacing of 2 m,3 m,and 4 m,and combined with different borehole depths for testing.The results show that when the drilling spacing is set to 3 m and the depth is 20 m,the roof cutting and pressure relief effect is the best.The maximum horizontal principal stress decreases to 6 MPa,a decrease of 37.5% compared to the original horizontal principal stress;The vertical principal stress decreases to 1.02 MPa,a decrease of 75.8% compared to the original vertical principal stress.

     

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