Xie Bo, Wang Feida, Liu Jing, Xu Zhanjun, Gao Shuaishuai, Zhao Lijuan
Shandong Yankuang Group Changlong Cable Manufacturing Co., Ltd, Jining, China.
School of Mechanical Engineering, Liaoning Technical University, Fuxin, China.
PLoS One. 2024 Dec 31;19(12):e0316319. doi: 10.1371/journal.pone.0316319. eCollection 2024.
Based on the 5615 working face of Beisu Coal Mine, a virtual prototype of the shearer cable drag system was developed using the MG2×70/325-BWD electric traction shearer as the carrier, in combination with CERO and ADAMS software. The shearer cable was equivalently modeled using the discrete rigid body method to study the dynamic characteristics of the drag system. This research provides a foundation for the design and optimization of both the cable and cable clamps. The results indicate that during the bending process of ordinary and reinforced cables in the cable drag system, the tensile force between the cable clamps increases from approximately 28 N and 37 N to a maximum value of 133 N and 146 N, respectively, before decreasing to around 57 N and 66 N. At the connection point between the drag system and the shearer, the tensile force between the cable clamps fluctuates and increases, reaching a maximum value of 925.2 N and 1134.7 N when the shearer reaches the end of the working face. These values are significantly lower than the cable clamp's breaking tensile strength of 70 kN, with peak values of 57.4 N and 94.1 N, respectively. During the cable bending process, The contact force with the cable clamp continuously changes with the bending angle, During 0 90°, the contact force between ordinary and reinforced cable and cable clamp gradually increases to the maximum values 61.3N and 86.2N, After 90 have plummeted to near 23 N and 25 N, In the process of dragging the cable to the top of the roller, it fluctuates between 45.251.7 N and 66.3~73.6 N respectively, Cable exit bends are slowly reduced to fluctuations around 16 N and 17 N, The tensile force between ordinary and reinforced discrete cables increased to around 58.4 N and 80.5 N and then decreased to around 12.6 N and 32.8 N, respectively. During the bending process of reinforced cables, the average contact force with the cable clamps increased by 22.3 N compared to the ordinary cables, while the average discrete tensile force between the cables increased by 18.7 N. Although the tensile and contact forces of the reinforced cable are slightly higher than those of the ordinary cable, the reinforced cable has a higher safety factor and greater adaptability. The drag motion of the cable is correlated with the characteristics of the ring-chain drive, and the drag speed and tensile force exhibit periodic variations due to the polygonal effect of the chain drive. The findings provide valuable insights for intelligent cable drag research and lay the foundation for the optimization of mining cables and cable clamps.
以北宿煤矿5615工作面为基础,以MG2×70/325 - BWD型电牵引采煤机为载体,结合CERO和ADAMS软件,开发了采煤机电缆拖拽系统的虚拟样机。采用离散刚体方法对采煤机电缆进行等效建模,研究拖拽系统的动态特性。该研究为电缆及电缆夹的设计与优化提供了依据。结果表明,在电缆拖拽系统中普通电缆和加强电缆的弯曲过程中,电缆夹之间的拉力分别从约28 N和37 N增加到最大值133 N和146 N,然后降至约57 N和66 N。在拖拽系统与采煤机的连接点处,电缆夹之间的拉力波动并增大,当采煤机到达工作面端部时,最大值分别达到925.2 N和1134.7 N。这些值远低于电缆夹70 kN的断裂抗拉强度,峰值分别为57.4 N和94.1 N。在电缆弯曲过程中,与电缆夹的接触力随弯曲角度不断变化,在090°时,普通电缆和加强电缆与电缆夹之间的接触力逐渐增大到最大值61.3 N和86.2 N,90°后骤降至23 N和25 N左右,在将电缆拖拽到滚筒顶部的过程中,分别在45.251.7 N和66.3~73.6 N之间波动,电缆出口弯曲处缓慢减小至16 N和17 N左右波动,普通离散电缆和加强离散电缆之间的拉力分别增大到58.4 N和80.5 N左右,然后降至12.6 N和32.8 N左右。在加强电缆的弯曲过程中,与电缆夹的平均接触力比普通电缆增加了22.3 N,而电缆之间的平均离散拉力增加了18.7 N。虽然加强电缆 的拉力和接触力略高于普通电缆,但加强电缆具有更高的安全系数和更强的适应性。电缆的拖拽运动与环链传动特性相关,由于链传动的多边形效应,拖拽速度和拉力呈现周期性变化。研究结果为智能电缆拖拽研究提供了有价值的见解,为矿用电缆及电缆夹的优化奠定了基础。