提速道岔辙叉翼轨的加高值方案优化  被引量:4

Optimization of Wing Rail Lifting Value for Rigid Frog of Speed-Up Turnout

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作  者:张鹏飞[1] 朱旭东 雷晓燕[1] ZHANG Pengfei;ZHU Xudong;LEI Xiaoyan(Education Ministry Engineering Research Center for Railway Environmental Vibration and Noise,East China Jiaotong University,Nanchang 330013,China)

机构地区:[1]华东交通大学铁路环境振动与噪声教育部工程研究中心,江西南昌330013

出  处:《西南交通大学学报》2021年第3期602-610,共9页Journal of Southwest Jiaotong University

基  金:国家重点研发计划项目(2021YFE0105600);国家自然科学基金(51768023);江西省教育厅科学技术研究项目(GJJ180290)。

摘  要:为研究固定辙叉结构不平顺对列车过岔动力特性的影响,基于岔区轮轨系统动力学及轮轨接触关系理论,以12号提速道岔固定辙叉为例,分别建立了翼轨不同加高设计方案下的辙叉模型以及CRH2型车车辆模型,在此基础上,深入分析了翼轨加高设计对列车过岔动力特性、过岔速度以及行车平稳性的影响规律.结果表明:列车过岔时,随着翼轨向外弯折,其轮轨接触区域开始外移,并由此造成辙叉区轮对质心垂向位置的降低;通过设置合理的翼轨加高值,可有效降低辙叉区轨道的竖向结构不平顺,进而抑制轮对质心垂向位置的降低,提高列车过岔的平稳性及旅客乘车舒适度;固定辙叉翼轨加高设计,可有效改善列车直向过岔动力特性,但对侧向过岔效果有限;当加高值设置为3 mm时,翼轨加高优化的效果最佳,与无加高设计相比,加高后列车直向过岔第一轮对横向和垂向轮轨力最大幅值分别降低了45.8%和30.3%,车体横向及垂向加速度则分别降低了42.2%和26.1%;随着列车运行速度的提高,过岔时的轮轨动力响应也开始逐渐加剧,合理的翼轨加高设计将有利于提高列车的过岔速度.研究成果可为我国铁路线路道岔固定辙叉的结构优化设计提供理论参考.In order to study the influence of the rigid frog structure irregularity on dynamic characteristics of trains passing through the turnout,based on the theory of wheel-rail contact and wheel-rail system dynamics,a frog model of switch and a CRH2 vehicle model under different wing rail lifting design schemes were established in the case of the rigid frog of Chinese No.12 single turnout.On this basis,the influence of wing rail elevation design on the dynamic characteristics,passing speed,and ride stability of trains crossing the turnout were analyzed.Results show that with the wing rail bending outwards the wheel-rail contact area begins to move outwards when the train crosses a switch,resulting in a reduction in the vertical position of the wheelset center of mass.The problem of lowering the vertical position of the wheel’s center of mass can be effectively solved by setting a reasonable wing rail lifting value,to improve the stability of the train crossing the switch and the comfort of passengers.The design of wing rail lifting can effectively improve the dynamic characteristics of the train passing through the turnout in the straight direction,but the effect on lateral crossing is limited.When the heightening value of the wing rail is set as 3 mm,the optimal effect of wing rail lifting is the best.Compared with the design without wing rail heightening,the maximum values of lateral and vertical wheel-rail forces of the first wheelset of the train passing through the turnout with heighted wing rail in the straight direction are reduced by 45.8%and 30.3%,respectively.In addition,the lateral and vertical accelerations of the vehicle body are also reduced by 42.2%and 26.1%,respectively.With the increase of the train running speed,the dynamic response of the wheels and rails at the time of crossing the turnout is gradually intensified,and a reasonable design of the wing rails will help to increase the speed of the train crossing the turnout.The research results can provide some theoretical reference for the structura

关 键 词:固定辙叉 翼轨加高值 动力特性 方案优化 

分 类 号:U213.62[交通运输工程—道路与铁道工程]

 

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