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城市轨道交通轨道曲线超高计算及其程序实现

龙建兵 刘郑琦

铁道标准设计2016,Vol.60Issue(8):1-5,5.
铁道标准设计2016,Vol.60Issue(8):1-5,5.

城市轨道交通轨道曲线超高计算及其程序实现

Rail Curve Superelevation Calculation and Program Realization of Urban Mass Transit

龙建兵 1刘郑琦2

作者信息

  • 1. 宁波市轨道交通集团有限公司,浙江宁波 315101
  • 2. 中铁工程设计咨询集团有限公司,北京 100055
  • 折叠

摘要

Abstract

Due to the complicated route condition, rapid vehicle speed variation, and diversified operation modes, elevation design of rail curve is faced with complicated working situations. Based on the design principles for super elevation calculation and superelevation factor limits, this paper focuses on superelevation calculation methods and program realization under such working conditions as single-speed mode, multi-speed mode, and easement curve entering platform. The results show that superelevation factor limits are selected according to different working conditions. Average speed method should be adopted for single speed mode. For multi-speed mode, optimized approaching high speed method should be adopted. In order to ease the curve entering effective platform, 15 mm should be taken as the restriction for the end platform superelevation. Using computer programming may effectively improve the design efficiency.

关键词

城市轨道交通/曲线超高/超高要素/计算机程序

Key words

Urban mass transit/Rail curve superelevation/Superelevation factors/Computer program

分类

交通工程

引用本文复制引用

龙建兵,刘郑琦..城市轨道交通轨道曲线超高计算及其程序实现[J].铁道标准设计,2016,60(8):1-5,5.

铁道标准设计

OA北大核心

1004-2954

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