Optimization of Nose Depth for Rigid Frog
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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.Abstract: Based on wheel-rail contact relationship and dynamic interaction when wheel treads pass from wing rail to nose rail, a design and evaluation method for nose depth selection of key cross-sections was proposed to select reasonable nose depths for rigid frog. A train with LMA wheel treads passing over No.12 turnout of rigid frog in the facing move of the straight direction was taken as an example, and the optimization of nose depths was carried out by this method. The research results show that the nose depths of key cross-sections should not only satisfy the safety of wheel-load transition and the strength of nose rail, but also improve the train running stability. The smaller the nose depth, the smaller the wheel-rail interaction, which is helpful to improve the running performance, but whether the wheel-rail interaction location exceeds the scope of nose bearing capability should be taken into account. To a No.12 turnout of rigid frog, the optimal nose depths of the cross-sections with railhead widths of 20 and 50 mm should be 3 and 0 mm respectively.
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Key words:
- rigid frog /
- nose depth /
- wheel-rail relationship /
- transition cross-section /
- dynamic response
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翟婉明,任尊松. 提速列车与道岔的垂向相互作用研究[J]. 铁道学报,1998,20(3): 33-38. ZHAI Wanming, REN Zunsong. An investigation on vertical interaction between speed-raising trains and turnouts[J]. Journal of China Railway Society, 1998, 20(3): 33-38. KASSA E, NIELSEN J C O. Dynamic interaction between train and railway turnout: full-scale field test and validation of simulation models[J]. Vehicle System Dynamics, 2008, 46(Sup.1): 521-534. MARKINE V L, SHEVTSOV I Y. An experimental study on crossing nose damage of railway turnouts in the Netherlands[C]//Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing. Stirlingshire, Scotland: Civil-Comp Press, 2013: (Paper 37)1-11. WAN C, MARKINE V L, SHEVTSOV I Y. Improve-ment of vehicle-turnout interaction by optimising the shape of crossing nose[J]. Vehicle System Dynamics, 2014, 52(11): 1517-1540. WAN C, MARKINE V L. A parametric study of the rail geometry at railway crossings[C]//Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing. Stirlingshire, Scotland: Civil-Comp Press, 2013: (Paper 34)1-13. 王树国,葛晶,司道林,等. 固定辙叉查照间隔及心轨加宽研究[J]. 中国铁道科学,2014,35(1): 7-12. WANG Shuguo, GE Jing, SI Daolin, et al. Study on guard check gauge of fixed frog and design on widening nose rail[J]. China Railway Science, 2014, 35(1): 7-12. KASSA E, ANDERSSON C, NIELSEN J C O. Simulation of dynamic interaction between train and railway turnout[J]. Vehicle System Dynamics, 2006, 44(3): 247-258. ANDERSSON C, DAHLBERG T. Wheel/rail impacts at a railway turnout crossing[C]//Proceedings of the Institution of Mechanical Engineers. Colchester, United Kingdom: Professional Engineering Publishing, 1998: 123-134. SUN Y Q, COLE C, MCCLANACHAN M. The calculation of wheel impact force due to the interaction between vehicle and a turnout[C]//Proceedings of the Institution of Mechanical Engineers. Colchester, United Kingdom: Professional Engineering Publishing, 2010: 391-403. XIN L, MARKINE V L, SHEVTSOV I Y. Dynamic interaction between the wheel and crossing nose[C]//Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing. Stirlingshire, Scotland: Civil-Comp Press, 2013: (Paper 22)1-18. KASSA E, NIELSEN J C O. Dynamic train-turnout interaction in an extended frequency range using a detailed model of track dynamics[J]. Journal of Sound and Vibration, 2009, 320(4/5): 893-914. JOHANSSON A, PALSSON B, EKH M, et al. Simulation of wheel-rail contact and damage in switches crossings[J]. Wear, 2011, 271(1/2): 472-481. 任尊松,刘志明,金学松. 心轨轨顶降低值对轮岔动态相互作用影响研究[J]. 铁道学报,2009,31(2): 79-83. REN Zunsong, LIU Zhiming, JIN Xuesong. Study on the influence of the nose rail height on the wheel-turnout interaction dynamics[J]. Journal of China Railway Society, 2009, 31(2): 79-83. 翟婉明. 车辆-轨道耦合动力学[M]. 3版. 北京:科学出版社,2007: 12-87,392-396. 郝瀛. 铁道工程[M]. 北京:中国铁道出版社,2000: 10-117. HIROYUKI S, YOSHIMITSU T, RYOSUKE M. Analysis of wheel/rail contact geometry on railroad turnout using longitudinal interpolation of rail profiles[J]. Journal of Computational and Nonlinear Dynamics, 2011, 6(2): 1-5. 韦凯,翟婉明,肖军华. 轨道平顺性与土动力特性对地铁隧道振动的影响[J]. 西南交通大学学报,2013,48(6): 989-995. WEI Kai, ZHAI Wanming, XIAO Junhua. Influence of track regularity and soil dynamic characteristics on vibration of subway tunnel[J]. Journal of Southwest Jiaotong University, 2013, 48(6): 989-995. 王开文. 车轮接触点迹线及轮轨接触几何参数的计算[J]. 西南交通大学学报,1984,19(1): 89-99. WANG Kaiwen. The track of wheel contact points and the calculation of wheel/rail geometric contact para-meters[J].Journal of Southwest Jiaotong University, 1984, 19(1): 89-99. 铁道部第三设计院. 道岔设计手册[M]. 北京:人民铁道出版社,1975: 413-503. 熊嘉阳,邓永权,曹亚博,等. 铁路轮轨磨耗及其对安全运行的影响[J]. 西南交通大学学报,2014,49(2): 302-309. XIONG Jiayang, DENG Yongquan, CAO Yabo, et al. Wheel-rail wear on heavy haul lines and its influences on running stability of trains[J]. Journal of Southwest Jiaotong University, 2014, 49(1): 302-309.
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