首页|隧道内长大坡道区段刚性接触网短电分相设计方案

隧道内长大坡道区段刚性接触网短电分相设计方案

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刚性接触网锚段关节仅有 8~12 m,可大幅缩短关节式电分相长度,为解决丽香铁路3处隧道内长大坡道的电分相设计难题,文章通过借鉴柔性接触网关节式电分相设计方案,重点考虑绝缘锚段关节绝缘间隙、锚段热胀冷缩等因素,修正刚性悬挂锚段关节式电分相中性段和无电区长度,并结合工程实际条件,提出刚性接触网短分相设计方案,将电分相长度缩短至23 m,并通过弓网系统动态仿真验证其弓网动态特性可满足速度 160 km/h要求.方案实施后,线路动态检测达速 160 km/h,刚性接触网短电分段处无明显燃弧现象,各项动态指标满足标准要求.该方案的成功应用对速度120 km/h以上复杂工况线路的接触网电分相设计有重要借鉴意义.
A design scheme for the electrical phase separation of rigid overhead contact system in long gradient sections within tunnels
Rigid overhead contact system joint sections are only 8~12 m long,which can significantly shorten the length of joint phase separation.To solve the design problem of phase separation in long gradient sections within three tunnels of Lijiang-Shangri-La railway,this article draws on the design scheme of joint phase separation of flexible overhead contact system systems,focusing on factors such as the insulation gap of insulated joint sections and the thermal expansion and contraction of joint sections.The neutral section and non-electrified section lengths of rigid suspension anchor joint phase separation are corrected and combined with actual engineering conditions.Then,a design scheme for the short phase separation of rigid overhead contact system is proposed,shortening the phase separation length to 23 m.The dynamic simulation of the pantograph and overhead contact system is validated to meet the dynamic characteristics requirement for a speed of 160 km/h.After the implementation of the scheme,the dynamic detection of the line reached a speed of 160 km/h,and there is no obvious arcing phenomenon at the short phase separation section of the rigid overhead contact system.As a result,all dynamic indicators meet the standard requirements.The successful application of this scheme has an important reference value for the phase separation design of overhead contact system in complex conditions with speeds above 120 km/h.

rail transitrigid overhead contact systemjoint sectionpower phase breakneutral section

钟源、赖馨、李明善、马骏、程泽华

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中铁二院工程集团有限责任公司,四川成都 610031

中国铁路昆明局集团有限公司滇西铁路建设指挥部,云南大理 671000

中国铁道科学研究院集团有限公司,北京 100081

轨道交通 刚性接触网 锚段关节 电分相 中性段

中国国家铁路集团科技研发计划

K2021G017

2024

现代城市轨道交通
中国铁道科学研究院

现代城市轨道交通

影响因子:0.301
ISSN:1672-7533
年,卷(期):2024.(4)
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