起重机轨道接头处断裂分析及其强化方法探讨
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  • 英文篇名:Fracture Analysis and Strengthening Method of Crane Rail Joint
  • 作者:任学平 ; 马旺 ; 孙百祎 ; 何珍光
  • 英文作者:REN Xueping;MA Wang;SUN Baiyi;HE Zhenguang;Mechanical Engineering School,Inner Mongolia University of Science and Technology;
  • 关键词:轨道伸缩缝 ; 断裂分析 ; 有限单元法 ; 强化方法
  • 英文关键词:Track expansion joint;;Fracture analysis;;Finite element method;;Strengthening method
  • 中文刊名:JCYY
  • 英文刊名:Machine Tool & Hydraulics
  • 机构:内蒙古科技大学机械工程学院;
  • 出版日期:2019-01-28
  • 出版单位:机床与液压
  • 年:2019
  • 期:v.47;No.476
  • 基金:内蒙古自治区高等学校科学研究项目(NJZY16154)
  • 语种:中文;
  • 页:JCYY201902043
  • 页数:4
  • CN:02
  • ISSN:44-1259/TH
  • 分类号:196-198+203
摘要
现场轨道断裂部位主要集中于轨道接头伸缩缝处。轨道承接部分的主要作用是保证轨道与轨道之间的平稳运行,减小车轮在伸缩缝处受到的冲击。吊车运行时,轨道伸缩缝一方面受到冲击,另一方面轨道接头伸缩缝安装错位,截面突变处受到的力矩最大,容易导致断裂。另外,伸缩缝位置处轨道挡板连接不佳也弱化了此处的强度。为了解决上述问题,利用有限元仿真软件ANSYS建立模型,分析伸缩缝附近轨道接头截面变化处的应力,发现采用传统挡板连接时,轨道端头应力过大,是造成其断裂的主要原因。根据所得结果在对应位置处替换优化后的双翼挡板,通过计算,此挡板能有效解决轨道端头处应力集中现象,增大轨道接头处的强度。
        The fault location of the track is mainly concentrated in the joints of the rail joints. The main function of the track under taking part is to ensure the smooth operation between the track and the track,to reduce the impact of the wheel at the expansion joints. When crane is operated,on one hand,the track expansion joints is impacted; on the other hand,the orbital joint expansion joints is installed dislocated,cross-section mutation is bore the largest torque,easily leading to fracture. In addition,the uneven connection of the track baffle at the position of expansion joint also weakens the strength here. In order to solve the above problems,the finite element simulation software ANSYS was used to establish the model,and the stress at the cross section of the track joint near the expansion joint was analyzed. Through analysis,it was found that the stress of the track end was too large. Therefore,according to the results obtained,the optimized wings baffle was replaced at the corresponding position. By calculation,this baffle can effectively slow down the phenomenon of excessive stress at the end of the track,increasing the strength of the rail joints.
引文
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