不连沟煤矿带压开采裂隙浆液渗流规律及注浆工程实践研究

    Study on fracture grout seepage law and grouting engineering practice in mining under pressure of Buliangou Coal Mine

    • 摘要: 煤矿带压开采是延长矿井生产寿命、减少资源浪费和保障能源安全的重要开采技术,但带压开采面临底板突水威胁,需采取底板注浆方式以保证底板隔水性能,而阐明裂隙浆液渗流规律是选择合理注浆钻孔布置方式、注浆压力等参数的关键科学问题。以不连沟煤矿F6226高强度开采综放工作面为工程背景,首先采用“五图−双系数法”进行突水危险性分区,圈定了导水构造高风险区;其次,基于扫描电子显微镜和X射线衍射试验手段,分析底板岩样微观结构和矿物成分;然后,基于3D激光扫描,计算5类不同底板岩样的裂隙面粗糙度;最后,研制了煤层底板单裂隙岩体注浆试验装置并开展裂隙浆液渗流试验,掌握了注浆压力、浆液流动速率、粗糙度、水灰比之间的关系。结果表明:在固定水灰比条件下,浆液流速随注浆压力增大而增加,且增速随压力升高而加快;相同注浆压力与粗糙度条件下,浆液流速与水灰比呈正相关关系,粗糙度较高的裂隙区域浆液流速显著低于粗糙度较低区域。基于上述规律,在F6226工作面开展底板断层注浆工程实践,应用无线电波透视技术对高风险区进行精细探查,定位导水构造。通过优化注浆压力与水灰比参数,成功封堵导水通道,实现了工作面安全回采。

       

      Abstract: Coal mining under pressure is an important mining technology to extend mine service life, reduce resource waste and ensure energy security. However, this mining method faces the threat of floor water inrush, requiring floor grouting to guarantee the water-resisting performance of the floor. Clarifying the seepage law of grout in fractures is a key scientific issue for selecting reasonable parameters such as grouting borehole layout and grouting pressure. Taking the F6226 high-intensity fully mechanized caving face of Buliangou Coal Mine as the engineering background, this study first adopted the “Five Maps-Dual Coefficients Method” for water inrush risk zoning and delineated high-risk areas of water-conducting structures. Secondly, based on scanning electron microscope (SEM) and X-ray diffraction (XRD) experimental methods, the microstructure and mineral composition of floor rock samples were analyzed. Then, based on 3D laser scanning, the fracture surface roughness of 5 types of floor rock samples was calculated. Finally, a grouting test device for single-fracture rock mass of coal seam floor was developed, and grout seepage tests in fractures were carried out to master the relationships between grouting pressure, grout flow rate, roughness and water-cement ratio. The results show that under the condition of fixed water-cement ratio, the grout flow rate increases with the increase of grouting pressure, and the growth rate accelerates with the increase of the pressure; under the same grouting pressure and roughness condition, the grout flow rate is positively correlated with the water-cement ratio; the grout flow rate in fracture areas with higher roughness is significantly lower than that in areas with lower roughness. Based on the above laws, floor fault grouting engineering practice was carried out in the F6226 working face. Radio wave penetration technology was used for detailed exploration of high-risk areas to locate specific water-conducting structures. By optimizing grouting pressure and water-cement ratio parameters, water-conducting channels were successfully blocked, realizing safe mining of the working face.

       

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