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矿山大直径救援孔钻进工艺及气液双循环技术研究

Research on drilling technology and gas-liquid dual-circulation technique for large-diameter rescue boreholes in mines

  • 摘要: 矿山大直径救援孔施工面临时效紧迫、地质条件复杂、轨迹精度要求高等挑战,为满足复杂多变地层条件下高效、可靠成孔的需求,基于对大直径救援孔钻进技术特点与适用条件的分析,构建大直径救援孔钻进技术分类体系,建立以“地层−工艺−装备”为核心的工艺适配性优选方法,并重点研究气液双循环钻进技术关键难题与工程应用效果。针对牙轮多级扩孔、PDC多级扩孔、气举反循环、气动潜孔锤及气液双循环等关键技术,从其破岩机理、循环排渣方式、配套钻具及工艺参数等方面进行了系统性梳理与对比,重点探讨了各工艺在不同岩性、不同孔径及不同孔深条件下的表现,分析了其效率瓶颈与面临风险。在此基础上,采用理论分析与数值模拟相结合的方法,研究不同扩孔比条件下的岩石应力分布特征与裂纹扩展规律,分析孔底多相流场演化阶段与岩屑运移特征,揭示孔底背压对潜孔锤冲击性能的影响机制。最后,开展气液双循环钻进先导试验,测试三壁钻具系统及气闭式潜孔锤的密封可靠性与钻进效率。常规工艺对比表明:对于稳定中硬以下地层,PDC多级扩孔效率优势显著,采用防泥包设计后,Φ830 mm孔径平均钻速可达5.85 m/h;对于坚硬、破碎或含水地层,气动潜孔锤技术更具优势,其中,集束式潜孔锤反循环钻进在孔口−孔底联合密封工艺保障下,平均机械钻速可达3.13 m/h,且排渣彻底。破岩机理研究表明,扩孔比k=3时岩石破碎效率最高;孔底流场可划分为加速阶段(0~2 s)和稳定循环阶段(2~8 s);潜孔锤冲击功与冲击频率随背压增大而下降。先导试验表明:气液双循环钻进配套钻具密封可靠,在Ф350 mm孔径、200 m孔深条件下平均机械钻速达3.94 m/h。气液双循环钻进通过独立气路驱动潜孔锤、独立液路携渣护壁,使潜孔锤工作效率不受孔深及涌水影响,在深孔复杂地层中具有显著优势,是提升救援孔钻进能力的重要技术方向。

     

    Abstract: The construction of large-diameter rescue holes in mines faces challenges such as tight timelines,complex geological conditions,and high requirements for trajectory accuracy. To meet the needs for efficient and reliable hole formation under complex and variable strata conditions, based on an analysis of the technical characteristics and applicable conditions of large-diameter rescue hole drilling, the aim is to establish a classification system for large-diameter rescue hole drilling technology, develop a process adaptability optimization method centered around "stratum-process-equipment", and focus on researching key technical challenges and engineering application effects of gas-liquid dual-circulation drilling technology. For key technologies such as roller cone multi-stage reaming, PDC multi-stage reaming,airlift reverse circulation,pneumatic down-the-hole hammer, and gas-liquid dual-circulation, systematic sorting and comparison are conducted in terms of rock-breaking mechanism, circulating slag removal method, supporting drilling tools,and process parameters. The performance of each process under different lithologies, hole diameters, and hole depths is discussed, and its efficiency bottlenecks and risks are analyzed. On this basis, a combination of theoretical analysis and numerical simulation is used to study the rock stress distribution characteristics and crack propagation laws under different reaming ratios, analyze the evolution stages of multiphase flow field at the hole bottom and rock debris migration characteristics, and reveal the influence mechanism of hole bottom back pressure on the impact performance of down-the-hole hammer. Finally, a pilot test of gas-liquid dual-circulation drilling is conducted to test the sealing reliability and drilling efficiency of the three-wall drilling tool system and airtight down-the-hole hammer. Conventional process comparisons show that for stable medium to hard strata, PDC multi-stage reaming has significant efficiency advantages. After adopting a mud-proof design, the average drilling speed for a Φ830 mm hole diameter can reach 5.85 m/h. For hard, fractured, or water-bearing strata,pneumatic down-the-hole hammer technology has more advantages. Among them, the cluster-type down-the-hole hammer reverse circulation drilling, with the joint sealing process guarantee at the hole mouth-hole bottom,achieves an average mechanical drilling speed of 3.13 m/h and thorough slag removal.Rock-breaking mechanism research shows that the rock-breaking efficiency is highest when the reaming ratio k=3; the flow field at the hole bottom can be divided into an acceleration stage(0-2 s)and a stable circulation stage(2-8 s); the impact power and impact frequency of the down-the-hole hammer decrease with increasing back pressure. The pilot test shows that the sealing of the supporting drilling tools for gas-liquid dual-circulation drilling is reliable, and the average mechanical drilling speed reaches 3.94 m/h under a hole diameter of Ф350 mm and a hole depth of 200 m. Gas-liquid dual-circulation drilling utilizes an independent gas circuit to drive the downhole hammer and an independent liquid circuit to carry debris and protect the wall, ensuring that the efficiency of the downhole hammer is not affected by hole depth or water inrush. This technique has significant advantages in deep and complex strata, and is an important technical direction for enhancing the drilling capability of rescue holes.

     

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