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密接式车钩连挂特性影响因素分析

谢俊 刘国伟 曹少晖

铁道科学与工程学报2017,Vol.14Issue(3):610-618,9.
铁道科学与工程学报2017,Vol.14Issue(3):610-618,9.

密接式车钩连挂特性影响因素分析

Affecting factor analysis on coupling characteristic of tight-lock coupler

谢俊 1刘国伟 1曹少晖2

作者信息

  • 1. 中南大学 交通运输工程学院,轨道交通安全教育部重点实验室,湖南 长沙 410075
  • 2. 株洲中车时代电气股份有限公司,湖南 株洲 412001
  • 折叠

摘要

Abstract

Based on the theory of train longitudinal dynamics, the dynamics model of coupler impact coupling was built by using ADAMS software and modified by the trolley impact test data, the relative errors of the maximum impact force and the maximum buffer displacement are no more than 3%. The effect of different impact speeds, different penalty coefficients and different spring pre-loads on tight-lock coupler coupling character were simulated by the dynamics model. Results show that: The maximum impact force and the maximum buffer displacement increase with the increase of impact speed, but not affected by penalty coefficient and spring pre-load. When the impact speed is 36 km/h, the coupler coupling process fails, and the maximum impact force is 1130.2 kN, the displacement curves of moving coupler buffer and static coupler buffer are separated, and the maximum displacements are no more than the maximum buffer stroke that is 100 mm. The coupling time increases with the increase of impact speed, and it increases with the decrease of spring pre-load. Besides that, the coupling time first increases with the increase of penalty coefficient, then decreases, and the inflection point of penalty coefficient is 1.0×105. The penalty coefficient and spring pre-load affect the coupler coupling process to some extent, when the penalty coefficient exceeds 1.0×107 or the spring pre-load is no more than 2.0 kN, the coupler coupling process fails.

关键词

密接式车钩/动力学模型/台车冲击试验/连挂特性

Key words

tight-lock coupler/dynamics model/trolley impact test/coupling characteristic

分类

交通工程

引用本文复制引用

谢俊,刘国伟,曹少晖..密接式车钩连挂特性影响因素分析[J].铁道科学与工程学报,2017,14(3):610-618,9.

基金项目

国家自然科学基金重点资助项目(U1334208) (U1334208)

湖南省自然科学基金青年资助项目(2015JJ3155) (2015JJ3155)

铁道科学与工程学报

OA北大核心CSCDCSTPCD

1672-7029

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