• 中国科学引文数据库(CSCD)核心期刊
  • 中文核心期刊中文科技核心期刊
  • Scopus RCCSE中国权威学术期刊
  • 美国EBSCO数据库 俄罗斯《文摘杂志》
  • 《日本科学技术振兴机构数据库(中国)》
二维码

隧道建设(中英文) ›› 2024, Vol. 44 ›› Issue (9): 1792-1798.DOI: 10.3973/j.issn.2096-4498.2024.09.008

• 极端环境(寒区等)隧道专题 • 上一篇    下一篇

寒区铁路隧道排水系统冻结规律研究

郑泽福1, 2, 马伟斌1, 2 *, 郭小雄1, 2, 田四明3, 徐湉源1, 2, 王伟3   

  1. 1. 中国铁道科学研究院集团有限公司铁道建筑研究所, 北京 100081; 2. 高速铁路轨道系统全国重点实验室, 北京 100081; 3. 中国铁路经济规划研究院有限公司, 北京 100038
  • 出版日期:2024-09-20 发布日期:2024-10-12
  • 作者简介:郑泽福(1997—),男,山东潍坊人,2022年毕业于中国铁道科学研究院,岩土工程专业,硕士,研实员,现从事寒区铁路隧道温度场分布规律与抗防冻技术研究工作。E-mail: 2849938925@qq.com。*通信作者: 马伟斌, E-mail: dwangfei@163.com。

Freezing Patterns of Railway Tunnel Drainage Systems in Cold Regions

ZHENG Zefu1, 2, MA Weibin1, 2, *, GUO Xiaoxiong1, 2, TIAN Siming3, XU Tianyuan1, 2, WANG Wei3   

  1. (1. Railway Engineering Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing  100081, China; 2. State Key Laboratory for Track System of High-speed Railway, Beijing 100081, China; 3. China Railway Economic and Planning Research Institute, Beijing 100038, China)
  • Online:2024-09-20 Published:2024-10-12

摘要: 为探究寒区铁路隧道排水系统冻结响应规律,明确铁路隧道防寒抗冻关键环节,基于模型试验方法,采用3D打印技术制作隧道精细化缩尺模型。该模型具有完整透明的排水结构,能够实现寒区隧道排水系统冻结过程可视化,在此基础上开展多组不同温度工况下排水系统的冻结响应试验。结果表明: 1)隧道拱脚以上部位是围岩温度变化较大的位置,变化幅度最大值出现在隧道最大跨处; 拱脚以下部位围岩温度变化较小,且始终高于其他测试部位,验证了深埋中心水沟的意义。2)各温度工况下寒区隧道排水系统冻结起点均为侧沟,然后为环向盲管,试验过程中横向导水管和中心水沟未冻结;侧沟和环向盲管的连接处为隧道排水系统防寒抗冻的关键节点和薄弱环节,应加强对该部位的保温措施。

关键词: 寒区铁路隧道, 3D打印, 缩尺模型, 模型试验, 排水系统, 冻结规律

Abstract: A novel three-dimensional printed refined scale model for tunnels in cold regions is developed using a model test method to explore the freezing response patterns of railway tunnel drainage systems in such regions and clarify key points regarding the cold and frost resistances of such tunnels. This model provides a complete and transparent drainage structure, enabling a visual representation of the freezing process in tunnel drainage systems in cold regions. Based on this model, a series of freezing response tests is conducted for drainage systems under various temperature conditions. The following results are drawn from this study. (1) The temperature field varies considerably above the tunnel arch foot, with the maximum variation being observed at the widest span of tunnel. By contrast, the temperature field below the tunnel arch foot shows small variation, highlighting the important role of the deep-buried central ditch. (2) Under all temperature conditions, the freezing of the tunnel drainage system begins at the side ditch, followed by the circumferential blind pipe. The transverse guide pipe and central ditch do not freeze during tests. Furthermore, the connection between the side ditch and circumferential blind pipe is identified as a critical weak point for frost resistance; hence, insulation measures for this area should be strengthened.

Key words: railway tunnels in cold regions, three-dimensional printing, scale model, model test, drainage system, freezing pattern