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固定辙叉心轨轨顶降低值优化

曹洋 王平

曹洋, 王平. 固定辙叉心轨轨顶降低值优化[J]. 西南交通大学学报, 2015, 28(6): 1067-1073. doi: 10.3969/j.issn.0258-2724.2015.06.013
引用本文: 曹洋, 王平. 固定辙叉心轨轨顶降低值优化[J]. 西南交通大学学报, 2015, 28(6): 1067-1073. doi: 10.3969/j.issn.0258-2724.2015.06.013
CAO Yang, WANG Ping. Optimization of Nose Depth for Rigid Frog[J]. Journal of Southwest Jiaotong University, 2015, 28(6): 1067-1073. doi: 10.3969/j.issn.0258-2724.2015.06.013
Citation: CAO Yang, WANG Ping. Optimization of Nose Depth for Rigid Frog[J]. Journal of Southwest Jiaotong University, 2015, 28(6): 1067-1073. doi: 10.3969/j.issn.0258-2724.2015.06.013

固定辙叉心轨轨顶降低值优化

doi: 10.3969/j.issn.0258-2724.2015.06.013
基金项目: 

国家自然科学基金资助项目(51078320)

详细信息
    作者简介:

    曹洋(1985-),男,讲师,博士,研究方向为轨道结构及动力学,电话:15806028156,E-mail:hnyccy@163.com

Optimization of Nose Depth for Rigid Frog

  • 摘要: 为合理选取固定辙叉心轨轨顶降低值,基于车轮踏面在翼轨和心轨间过渡时的轮轨接触几何关系和动力相互作用,提出了心轨关键断面降低值的选取及评价方法.以LMA型车轮踏面列车直逆向通过60 kg/m钢轨12号固定辙叉式道岔为例,用该方法对心轨轨顶降低值进行了优化.结果表明:心轨关键断面降低值的确定,在满足固定辙叉区轮载过渡的安全性和心轨承载断面强度要求的同时,应提高列车运行的稳定性;断面降低值越小,产生的轮轨相互作用越小,有利于提高行车性能,但需考虑此时轮轨作用位置是否超出心轨结构承载能力范围;60 kg/m钢轨12号固定辙叉心轨顶宽20和50 mm断面处,可分别取3和0 mm降低值作为优选方案.

     

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出版历程
  • 收稿日期:  2014-11-26
  • 刊出日期:  2015-12-25

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