煤炭工程 ›› 2025, Vol. 57 ›› Issue (10): 218-224.doi: 10. 11799/ ce202510027

• 装备技术 • 上一篇    

基于荷叶疏水仿生的溜煤槽结构优化设计与性能分析

马进昇,赵子迪,何龙龙,吴悦,余喆琦,陈克华,李海宁   

  1. 1. 甘肃靖煤能源有限公司,甘肃 白银 730000

    2. 西安科技大学 机械工程学院,陕西 西安 710054

    3. 西安重装铜川煤矿机械有限公司,陕西 西安 727031

  • 收稿日期:2025-01-13 修回日期:2025-03-18 出版日期:2025-10-10 发布日期:2025-11-12
  • 通讯作者: 何龙龙 E-mail:hell@xust.edu.cn

Optimization design and performance analysis of coal trough structures based on lotus leaf hydrophobic biomimicry

  • Received:2025-01-13 Revised:2025-03-18 Online:2025-10-10 Published:2025-11-12

摘要:

为了解决溜煤槽运输中的蓄堵现象,提出了一种基于荷叶疏水性仿生机理的溜煤槽结构优化设计方法。首先,应用最速降线结合溜煤槽整体高度计算出滑道曲线,根据梯度下降原理标记了斜率剧变点与滞变点, 根据直线方程计算出溜煤槽底板参数并建立相关物理模型;其次,基于荷叶表面微纳结构建立了溜煤槽优化模型;最后,选取三因素三水平设置正交实验,基于Fluent-Rocky DEM耦合仿真模拟煤炭颗粒的运动情况,并通过极差分析确定了优化结构的最优参数:当孔径为20mm,孔间距为100mm,风速为100m/s时物料颗粒的流动性最高,不存在蓄堵现象。同时,对优化后的溜煤槽进行了有限元分析,结果表明,在1500t/h的流量压力下, 溜煤槽未出现变形现象,其结构强度满足正常溜煤需求。

关键词: 溜煤槽 , 仿生荷叶疏水性 , 极差分析 , 正交实验

Abstract:

To address the accumulation and blockage issues in coal chute transportation, an optimized chute structure design method based on the biomimetic mechanism of the lotus leaf's hydrophobicity is proposed. First, the chute curve is calculated by applying the steepest descent line in conjunction with the overall height of the coal chute. Points of abrupt slope changes and delayed changes are identified using the gradient descent principle. The chute bottom plate parameters are derived from the linear equation, and a relevant physical model is established. Second, an optimized coal chute model is developed based on the micro-nano structure of the lotus leaf surface. Finally, a three-factor, three-level orthogonal experiment is conducted. The movement of coal particles is simulated using Fluent-Rocky DEM coupled simulation, and the optimal parameters of the optimized structure are determined through range analysis: When the pore diameter is 20 mm, the pore spacing is 100 mm, and the wind speed is 100 m/s, the material particles exhibit the highest flowability, with no accumulation or blockage observed. Additionally, finite element analysis was conducted on the optimized coal chute. The results indicate that under a flow rate pressure of 1500 t/h, no deformation occurs, and the structural strength meets the requirements for normal coal transportation.

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