摘要
主要介绍了60 kg/m钢轨9号单开道岔与60 kg/m钢轨9号对称道岔的组合道岔的平面线型、工电接口、结构设计、轨下基础等关键内容的设计要点,通过道岔的开通运营表明,该组合道岔完全能够满足线路运营和用户的要求。
This paper mainly introduces the design of 60 kg/m rail No. 9 simple turnout and 60 kg/m rail No. 9 symmetrical turnout, combined turnout regarding alignment, engineering-signaling interface, structure and sub-rail foundation. The use of this turnout shows it can fully meet re- quirements of the railway operation and the client.
出处
《山西建筑》
2015年第4期133-135,共3页
Shanxi Architecture
关键词
组合
道岔设计
改造
钢轨
combined, the design of turnout, reform, rail
