水射流与冲击凿岩联合破岩实验研究

    Experimental study on joint rock breaking between water jet and impact drilling

    • 摘要: 针对隧道与地下工程中传统机械破岩方法在硬岩及复杂地质条件下存在的破碎效果不理想、生产效率低、设备损耗大等问题,开展水射流辅助冲击凿岩联合破岩技术研究。本文旨在通过水射流与冲击凿岩的协同作用,开发一种能够实现快速、精准预切槽的新型破岩工法,以提高施工效率与精度。研究基于水射流切割与冲击破碎原理,建立了高压水射流切缝系统和冲击凿岩实验系统。通过系统的实验研究,探究了射流压力、靶距、磨料参数和走刀速度等水射流关键参数与冲击频率、单次冲击能量及冲击头直径等凿岩参数的匹配关系,以及其对破岩效果的影响规律。实验证实联合工法具有破岩效率高、轮廓精度好、设备损耗小、环境影响低等优势,特别适用于对施工扰动要求严格的工程环境。

       

      Abstract: In response to the problems of unsatisfactory crushing effect, low production efficiency, and large equipment loss in traditional mechanical rock breaking methods in tunnels and underground engineering under hard rock and complex geological conditions, research on water jet assisted impact drilling combined with rock breaking technology is carried out. The research aims to develop a new rock breaking method that can achieve fast and accurate pre-cutting grooves through the synergistic effect of water jet and impact drilling, in order to improve construction efficiency and accuracy. Based on the principles of water jet cutting and impact breaking, a high-pressure water jet cutting system and an impact drilling experimental system are established. Through systematic experimental research, the matching relationship between the key parameters of water jet such as jet pressure, target distance, abrasive parameters and cutting speed and drilling parameters such as impact frequency, single impact energy and impact head diameter, as well as their influence on rock breaking effect are explored. Experimental results have shown that the joint construction method has the advantages of high rock breaking efficiency, good contour accuracy, low equipment loss, and low environmental impact, making it particularly suitable for engineering environments with strict requirements for construction disturbance.

       

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