露天钻机钻架结构的力学行为分析及优化
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  • 英文篇名:Structural mechanical behavior analysis and optimization of drilling frame for open-pit
  • 作者:苏荣华 ; 范龙 ; 沈洪爽 ; 刘晓林 ; 靳春华
  • 英文作者:SU Ronghua;FAN Long;SHEN Hongshuang;LIU Xiaolin;JIN Chunhua;School of Mechanics and Engineering, Liaoning Technical University;
  • 关键词:露天矿用钻机 ; 钻架 ; 有限元分析 ; 力学行为 ; 结构优化
  • 英文关键词:open-pit mine drill;;drilling frame;;finite element analysis;;mechanical behavior;;structure optimization
  • 中文刊名:FXKY
  • 英文刊名:Journal of Liaoning Technical University(Natural Science)
  • 机构:辽宁工程技术大学力学与工程学院;
  • 出版日期:2016-03-15
  • 出版单位:辽宁工程技术大学学报(自然科学版)
  • 年:2016
  • 期:v.35;No.211
  • 基金:辽宁省教育厅项目(L2013142)
  • 语种:中文;
  • 页:FXKY201603006
  • 页数:5
  • CN:03
  • ISSN:21-1379/N
  • 分类号:32-36
摘要
针对国产矿用钻机钻架在工作过程中因承受多种静、动载荷的作用,易出现弯曲、断裂的问题,采用ANSYS软件,对3种不同工况下钻架结构的力学行为进行分析,得出应力和变形分布规律.在此基础上提出4种改进方案.结果表明:钻架结构中横撑及斜撑的尺寸、重量、重心分布及连接方式在很大程度上影响钻架力学行为,优化钻架结构可提高整体承载能力.四种改进方案中,方案四最大应力值降幅达33%,安全系数由1.1提升至1.7,且重量减轻16%.现场应用验证了此优化方案的合理性与可行性.
        For the issues of that when absorbing various static and dynamic loads at work, the domestic mine drilling frame may bend and break, drilling frame mechanical behavior are analyzed in three kinds of different conditions using ANSYS, and the distribution regularity of stress and deformation are obtained. On this basis, four improved schemes are put forward. The results show that size, weight, center of gravity distribution and connection mode of the beam and the oblique beam in drilling frame structure, effect mechanical behavior of drilling frame to a large extent. Optimization of drilling frame structure can improve the overall carrying capacity. Scheme four of the four the maximum stress value amounting 33%, the safety coefficient is improved from 1.1 to 1.7, and to reduce the weight of 16%. Field application verified that the rationality and feasibility of the optimization scheme.
引文
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