超前巷道退锚装置设计

Design of an anchor removal device for advanced roadways

  • 摘要: 针对矿山开采中现有退锚工艺存在的现场操作人员多、作业效率低、安全性差及复杂工况适应性不足等问题,提出了一种应用于超前巷道的端头支架固定式退锚装置。该装置采用“底座+折叠臂+退锚执行机构”的总体结构,通过底座与工作面端头液压支架快速连接,利用六自由度液压机械臂实现退锚执行机构在超前巷道空间内的大范围定位。针对矿井工作面乳化液系统压力条件下退锚执行机构中剪切机构破断力不足的问题,开展了锁具理论破断力与剪切机构输出力校核,并采用液压增压器提高剪切油缸工作压力,实现对锚索锁具的有效破断。设计了以乳化液泵站为动力源的液压系统和基于远程可视化操控的电气控制系统,实现了退锚装置的运动控制、状态监测和安全防护。井下现场试验表明,所设计退锚装置能够远程操控、代替人工现场操作实现锚具定位与剪切作业,单根锚索退出作业时间由传统工艺的10~30 min缩短至约3 min,退锚作业效率显著提升,同时降低了现场操作人员的劳动强度与安全风险,为煤矿井下锚具支护拆除作业提供了装备支撑。

     

    Abstract: To address the problems of existing anchor removal processes in mining, such as many on-site operators, low operation efficiency, poor safety, and insufficient adaptability to complex working conditions, an end-support-fixed anchor removal device for advanced roadways was proposed. The device adopted an overall structure of "base + folding arm + anchor removal actuator". Through rapid connection between the base and the working face end hydraulic support, a six-degree-of-freedom hydraulic manipulator was used to achieve large-range positioning of the anchor removal actuator in the advanced roadway space. To solve the problem that the breaking force of the shearing mechanism in the anchor removal actuator was insufficient under the pressure conditions of the emulsion system of the mine working face, the theoretical breaking force of the lock and the output force of the shearing mechanism were checked, and a hydraulic booster was used to increase the working pressure of the shearing cylinder, thereby realizing effective breaking of anchor cable locks. A hydraulic system using the emulsion pump station as the power source and an electrical control system based on remote visual operation were designed, realizing motion control, status monitoring, and safety protection of the anchor removal device. Underground field tests showed that the designed anchor removal device could be remotely operated and could replace manual on-site operation to realize anchor positioning and shearing. The removal time for a single anchor cable was shortened from 10-30 min in the traditional process to about 3 min, significantly improving anchor removal efficiency while reducing the labor intensity and safety risks of on-site operators, and providing equipment support for removing underground coal mine anchor support.

     

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