[1]何建林.嘉兴南站咽喉区插入道岔可行性研究与论证[J].高速铁路技术,2024,15(03):87-91,109.[doi:10.12098/j.issn.1674-8247.2024.03.016]
 HE Jianlin.A Feasibility Study and Demonstration on Insertion of Turnouts in the Throat Area of Jiaxing South Station[J].HIGH SPEED RAILWAY TECHNOLOGY,2024,15(03):87-91,109.[doi:10.12098/j.issn.1674-8247.2024.03.016]
点击复制

嘉兴南站咽喉区插入道岔可行性研究与论证()
分享到:

《高速铁路技术》[ISSN:1674-8247/CN:51-1730/U]

卷:
15卷
期数:
2024年03期
页码:
87-91,109
栏目:
勘察设计
出版日期:
2024-06-20

文章信息/Info

Title:
A Feasibility Study and Demonstration on Insertion of Turnouts in the Throat Area of Jiaxing South Station
文章编号:
1674-8247(2024)03-0087-05
作者:
何建林
沪杭铁路客运专线股份有限公司, 上海 200000
Author(s):
HE Jianlin
Shanghai-Hangzhou Railway Passenger Dedicated Line Co. ,Ltd. ,Shanghai 200000 , China
关键词:
接轨道岔间夹直线有限元分析车辆通过性能无缝道岔温度力
Keywords:
junctionintermediate straight section between turnoutsfinite element analysisvehicle passing performancetemperature forces of continuously welded rail turnouts
分类号:
U213.9
DOI:
10.12098/j.issn.1674-8247.2024.03.016
文献标志码:
A
摘要:
新建南通至宁波高速铁路拟引入嘉兴南站,修建沪甬、苏杭方向联络线接轨沪昆场,按沪昆高速铁路预留条件插入道岔,新铺道岔与既有道岔间夹直线长度为15m,小于《高速铁路设计规范》相关规定。为探究设计方案可行性,通过数值仿真对道岔间夹直线长度为15m时车辆的通过性能以及无缝道岔的温度力进行研究。结果表明:(1)道岔间夹直线长15m条件下,车辆的各项动力学指标均能满足规范要求;(2)在嘉兴地区特有的温度环境下,无缝线路的温度力受道岔间夹直线长度的影响较小,其静力学指标均能满足规范要求;(3)在综合考虑工程投资、对既有铁路运营影响以及工程合理性等因素,可优化咽喉区布置,将15m作为道岔间夹直线长度的设计标准。研究成果可为其他项目和相关规范修编提供参考。
Abstract:
The new Nantong-Ningbo High-speed Railway aims to connect with Jiaxingnan Station,with branch lines connecting to Shanghai-Kunming High-speed Railway yard to facilitate links between Shanghai-Ningbo and Suzhou-Hangzhou directions,utilizing the reserved conditions of Shanghai-Kunming High-speed Railway to insert turnouts. However,the straight section length between the new and existing turnouts is 15 m,which falls short of the specifications outlined in the Code for Design of High-speed Railway. To explore the feasibility of this design,a simulation analysis was conducted from the perspectives of vehicle passing performance and temperature forces of continuously welded rail turnouts. The findings revealed that:(1)Under the condition of a 15 m intermediate straight section between turnouts,all dynamic performance indicators meet the code requirements. (2)In the temperature environment of the Jiaxing region,the temperature forces of continuously welded rail tracks are minimally affected by the intermediate straight section length between turnouts,with all static performance indicators satisfying code requirements. (3)Considering factors such as engineering investment,impact on existing line operations,and engineering rationality,the layout of the throat area can be optimized,adopting 15 m as the design standard for the intermediate straight section length between turnouts. The study outcomes can serve as a reference for other projects and contribute insights for revisions of related codes.

参考文献/References:

[1] 中国铁路设计集团有限公司. 新建南通至宁波高速铁路可行性研究报告[R]. 天津:中国铁路设计集团有限公司,2022. China Railway Design Corporation. Feasibility Study Report on the Construction of Nantong-Ningbo High-speed Railway [R]. Tianjin:China Railway Design Corporation,2022.
[2] TB 10099 - 2017铁路车站及枢纽设计规范[S]. TB10099 - 2017 Code for Design of Railway Station and Terminal [S].
[3] TB 10621 - 2014高速铁路设计规范[S]. TB 10621 - 2014 Code for Design of High Speed Railway [S].
[4] 孙海富. 高速铁路道岔与曲线间夹直线优化研究[J]. 铁道工程学报,2020,37(2):17-20. SUN Haifu. Research on the Straight Line Optimization between Turnout and Curve of High Speed Railway[J]. Journal of Railway Engineering Society,2020,37(2):17-20.
[5] 宋唯维,施善斌. 基于杭长客运专线谈高速铁路车站与既有车站并站设计[J]. 高速铁路技术,2011,2(1):23-26. SONG Weiwei,SHI Shanbin. Design for Merger between High-speed Railway Station and Existing Station Based on Hangzhou-Changsha Passenger Dedicated Line[J]. High Speed Railway Technology, 2011,2(1):23-26.
[6] 刘冀,徐井芒,王平,等. 车轮磨耗对高速车辆侧向过岔动力学性能的影响[J]. 铁道标准设计,2023,67(6):37-45. LIU Ji,XU Jingmang,WANG Ping,et al. Effects of Wheel Wear on Dynamic Performance of High-speed Vehicles Passing through Branch Line of Turnouts[J]. Railway Standard Design,2023,67(6):37-45.
[7] 张志良,史海欧,袁泉,等. 地铁道岔侧向速度提升和低磨耗结构设计研究[J]. 铁道建筑,2021,61(6):129-134. ZHANG Zhiliang,SHI Haiou,YUAN Quan,et al. Research on Structure Design of Increasing Passing Speed and Low Wear in the Diverging Route of Metro Turnouts[J]. Railway Engineering, 2021,61(6):129-134.
[8] 陈嵘,陈嘉胤,王平,等. 轮径差对道岔区轮轨接触几何和车辆过岔走行性能的影响[J]. 铁道学报,2018,40(5):123-130.CHEN Rong,CHEN Jiayin,WANG Ping,et al. Effect of Wheel Diameter Difference on Wheel-Rail Contact Geometry and Vehicle Running Behavior in Turnout Area[J]. Journal of the China Railway Society,2018,40(5):123-130.
[9] 秦清华. 城市轨道交通桥梁线形变化对列车运行性能的影响[J]. 铁道建筑,2018,58(7):142-146. QIN Qinghua. Influence of Linear Change of Urban Rail Transit Bridge on Train Running Behaviour[J]. Railway Engineering, 2018,58(7):142-146.
[10]高志国. 高速铁路大跨桥上无缝道岔理论研究与工程应用[J].中国铁路,2022(8):195-201. GAO Zhiguo. Theoretical Study on Welded Turnout on Long-span Bridge of High Speed Railway and Its Engineering Application [J]. China Railway,2022(8):195-201.
[11]时瑾,龙许友,魏庆朝,等. 高速铁路站场岔后曲线参数优化研究[J]. 铁道工程学报,2010,27(7):29-33. SHI Jin,LONG Xuyou,WEI Qingchao,et al. Study on Parameter Optimization of Curves Behind the Turnouts in Station Yard of High-speed Railway[J]. Journal of Railway Engineering Society,2010, 27(7):29-33.
[12]陈浩,芦道林. 高速铁路道岔动力学分析及关键技术研究[J].高速铁路技术,2021,12(3):40-46. CHEN Hao,LU Daolin. Kinetic Analysis of High-speed Railway Turnout and Research of Its Key Technologies[J]. High Speed Railway Technology,2021,12(3):40-46.

备注/Memo

备注/Memo:
收稿日期:2024-04-01
作者简介:何建林(1983-),男,高级工程师。
更新日期/Last Update: 2024-06-30