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崔孟豪,姬会福,惠延波,等. 硬岩隧道掘进多臂协同钻孔技术研究[J]. 煤炭科学技术,2023,51(9):261−273. doi: 10.12438/cst.2022-1203
引用本文: 崔孟豪,姬会福,惠延波,等. 硬岩隧道掘进多臂协同钻孔技术研究[J]. 煤炭科学技术,2023,51(9):261−273. doi: 10.12438/cst.2022-1203
CUI Menghao,JI Huifu,HUI Yanbo,et al. Research on multi-boom coordinated drilling technology for hard rock tunneling[J]. Coal Science and Technology,2023,51(9):261−273. doi: 10.12438/cst.2022-1203
Citation: CUI Menghao,JI Huifu,HUI Yanbo,et al. Research on multi-boom coordinated drilling technology for hard rock tunneling[J]. Coal Science and Technology,2023,51(9):261−273. doi: 10.12438/cst.2022-1203

硬岩隧道掘进多臂协同钻孔技术研究

Research on multi-boom coordinated drilling technology for hard rock tunneling

  • 摘要: 为实现硬岩隧道掘进机械化施工,提高三臂凿岩台车应用于硬岩隧道掘进时的施工效率,对三臂凿岩台车钻孔定位精度、多臂协同钻孔路径优化进行了研究分析。首先,基于D-H法建立三臂凿岩台车运动学模型,通过蒙特卡洛法得到三臂凿岩台车的有效工作空间,采用RBF神经网络算法实现钻臂钻孔的精确定位;其次,以钻臂末端移动距离最短和钻臂运动过程中各关节变量之和最小作为优化目标,提出一种改进遗传算法对三臂凿岩台车进行孔序优化,并与蚁群优化算法和自适应遗传算法两种现有孔序规划算法进行对比;最后,以两种不同方案钻孔顺序和所划分工作空间对多钻臂协同钻孔碰撞干涉进行仿真数值模拟分析。数值模拟结果表明:①3个钻臂的钻孔定位误差最大为2.94 mm,误差控制在3%以内;②与两种现有孔序规划算法相比,以钻臂末端移动距离最短作为优化目标时,3个钻臂末端行驶的总距离分别缩短了5.39 m和10.84 m,以关节变量之和最小作为优化目标时,3个钻臂的各关节变量之和分别减少了2.76 rad、5.34 rad;③以最短距离所得钻孔顺序进行钻孔作业时,中间钻臂与左右钻臂之间最短距离分别为984.6、580.8 mm,各钻臂之间不会发生碰撞干涉,以关节变量最小孔序方案钻孔作业时,综合钻臂结构尺寸及安全性,中间钻臂与左钻臂之间最短距离为193.5 mm,可能发生碰撞。综上,RBF神经网络算法可以实现钻孔精确定位,依据距离最短为优化目标所得孔序方案施工时可以提高三臂凿岩台车掘进效率,为硬岩隧道掘进施工提供了理论支撑。

     

    Abstract: In order to realize the mechanized construction of hard rock tunnel boring, and improve the construction efficiency of three-boom drilling jumbo when applied to hard rock tunnel boring, the research and analysis are conducted on the positioning accuracy of three-boom drilling jumbo borehole and the optimization of multi-boom cooperative borehole path. Firstly, the kinematic model of three-boom drilling jumbo is established based on the D-H method, and the effective working space of three-boom drilling jumbo is obtained by Monte Carlo method, and the RBF neural network algorithm is used to realize the accurate positioning of drill boom borehole. Secondly, an improved genetic algorithm is implemented to optimize the hole sequence of the three-boom drilling jumbo with the shortest moving distance of the end of the drill boom and the minimum sum of the joint variables during the movement of the drill boom as the optimization objectives, and it is compared with two existing hole sequence planning algorithms, namely, the ant colony optimization algorithm and the adaptive genetic algorithm. Finally, a numerical simulation is conducted to analyze the collision interference of multiple drill booms with two different drilling sequences and the divided working space. The numerical simulation results show that: ① The maximum drilling positioning error of the three drill booms is 2.94 mm, and the error is controlled within 3%. ② Compared with two existing hole sequence planning algorithms, the total distance traveled at the end of three drill boom are shortened by 5.39 m and 10.84 m, respectively, when the shortest distance traveled at the end of drill boom is taken as the optimization objective; the sum of each joint variable of three drill boom are reduced by 2.76 rad and 5.34 rad, respectively, when the minimum sum of joint variables is taken as the optimization objective. ③ The shortest distance between the middle drill boom and the left and right drill boom is 984.6 mm and 580.8 mm respectively, when the drilling operation is carried out in the drilling sequence with the shortest distance, there will be no collision and interference between the drill booms, but when the drilling operation is carried out with the smallest hole sequence scheme of joint variables, the shortest distance between the middle drill boom and the left drill boom is 193.5 mm, considering the structure size of the drill boom and safety, and collision may occur. In summary, the RBF neural network algorithm can achieve precise positioning of the borehole and improve the efficiency of hard rock tunneling when the borehole sequence is constructed based on the shortest distance as the optimization objective, which provides theoretical support for hard rock tunneling construction.

     

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