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重载货车过岔时重车重心高度技术条件优化OA

Optimization of Technical Specifications for Center-of-Gravity Height of Heavy-Haul Freight Wagons during Lateral Passage through Turnout Diverging Routes

中文摘要英文摘要

我国现行铁路重载货车侧向过岔时的重车重心高度技术条件,仍沿用几十年前制定的限速要求,与铁路货运系统运输能力持续提升的需求存在矛盾.为此,引入JHPY型拉力传感器实测的钢丝绳拉牵力数据处理货物-车辆耦合关系,构建货物-车辆-道岔耦合动力学模型,使之能够反映货物振动对系统动力学特性的影响,提高对不同重车重心高度条件下车辆侧向过岔运行安全性的分析精度.基于该模型,针对车辆类型、线路条件、货物装载、横风条件及车辆运行速度等因素展开系统分析,确定最不利组合工况,对不同重车重心高度条件下车辆侧向通过9号单开道岔时的运行安全性进行试验方案设计;仿真研究重车重心限制高度和重车重心超高时侧向过岔限速,给出技术条件优化建议.结果表明:铁路货车重车重心高度在h≤2 300 mm时,可不限制侧向过岔速度,而在2 300<h≤2 400,2 400<h≤2 600和2 600<h≤3 000 mm时,侧向过岔限速建议值分别为25,20和15 km·h-1.相较于现行技术条件(h>2 000 mm时一律限速15 km·h-1),该建议值将不限速运行的重心高度阈值由2 000 mm调整为2 300 mm,且对超限后的限速进行了分档细化.

The current technical specifications for the center-of-gravity(COG)height of heavy-haul freight wagons during lateral passage through turnout diverging routes on China's railways remain anchored to speed-limit criteria established several decades ago-criteria that are increasingly misaligned with the operational demands of modern high-capacity freight networks.To bridge this gap,this study integrates experimentally measured wire rope tensile forces obtained from JHPY-type tension load cells to explicitly characterize the cargo-vehicle coupling interaction.A refined cargo-vehicle-turnout coupled dynamics model is then developed,incorporating cargo-induced vibration effects on system-level dynamic responses.This advancement enables more accurate assessment of lateral running safety for wagons with varying COG heights when traversing turnout diverging routes.Based on the model,a parametric sensitivity analysis is conducted across five critical factors:wagon type,track geometry and stiffness,cargo loading configuration,crosswind intensity,and operating speed.The most adverse combination of these parameters is identified,and a targeted simulation-based experimental scheme is formulated to evaluate the lateral passage safety of wagons negotiating the No.9 single-slip turnout under diverse COG height conditions.Through simulation,the suggestions for optimizing the technical specifications of the turnout lateral passage speed limits of heavy-haul freight wagons are proposed when the COG height is under and above the limit respectively.Results show that:unrestricted turnout lateral passage speed is deemed safe for the COG height h≤2 300 mm;for 2 300<h≤2 400 mm,2 400<h≤2 600 mm,and 2 600<h≤3 000 mm,the recommended maximum lateral passage speeds are 25 km·h-1,20 km·h-1,and 15 km·h-1,respectively.Relative to the existing regulation-which imposes a uniform 15 km·h-1 limit for all wagons with h>2 000 mm-the proposed framework raises the unrestricted-COG threshold from 2 000 to 2 300 mm and refines the speed limits for cases exceeding the limit into different levels.

杨能普;陈加龙;李泳春;周倚麟;黄全;韩梅

湖南工业大学 交通与电气工程学院,湖南 株洲 412007湖南工业大学 交通与电气工程学院,湖南 株洲 412007湖南工业大学 交通与电气工程学院,湖南 株洲 412007湖南工业大学 交通与电气工程学院,湖南 株洲 412007中国铁路广州局集团有限公司 广深铁路股份公司,广东 广州 510088北京交通大学 交通运输学院,北京 100044

交通工程

货物运输重车重心高度货物-车辆-道岔耦合模型过岔限速技术条件9号道岔

Freight transportationCenter-of-gravity height of loaded wagonCargo-vehicle-turnout coupled modelTurnout lateral passage speed limitTechnical specificationNo.9 turnout

《中国铁道科学》 2026 (3)

24-38,15

国家自然科学基金资助项目(52302390)湖南省科技创新计划项目(2024JK2065)

10.3969/j.issn.1001-4632.2026.03.03

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