考虑路面防结冰的城市隧道路面下热管敷设方案研究
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

U 457

基金项目:

南京市城乡建设委员会科技计划项目“基于扬子江大道隧道防冻防结冰的浅层地热能源利用关键技术研究(Ks1938)”项目资助


Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    针对利用隧道结构提取浅层地热能用以路面防结冰的系统,基于隧道敞开段结构特点提出隧道下路面埋管的总体敷设方案。在总体方案的基础上,通过建立道路下埋管数值模型,分析了路面埋管总体换热特点以及埋管间距对路面埋管换热性能的影响。结果表明:1)路面下换热管宜敷设在混凝土铺装层中,并采用单U型平行坡面布设;2)在一定范围内,相邻U型管间距是影响路面埋管防结冰系统效果的主要因素,进出水口间距变化对埋管防结冰系统运行效果影响并不明显。最后分析得到了本研究依托工程最佳性价比的埋管敷设方案,给类似工程应用提供了思路。

    Abstract:

    For road anti-icing system that extract shallow geothermal energy from tunnel structures, The overall laying scheme of buried pipes under the tunnel is proposed based on the structural characteristics of the tunnel open section. On the basis of the overall scheme, the overall heat transfer characteristics of buried pipes on the road surface and the influence of buried pipe spacing on the heat exchange performance of buried pipes on the road surface are analyzed by establishing a numerical model of buried pipes under the road. The results show that, 1) The heat exchange pipe under the pavement should be laid in the concrete pavement layer, and laid parallel to the slope with single U-shaped; 2) Within a certain range, the adjacent U-shaped pipe spacing is the main factor affecting the effect of the road surface buried pipe anti-icing system, and the change of the spacing of the inlet and outlet has no obvious impact on the effect of the buried pipe anti-icing system. Finally, the analysis of this study relies on the best cost-effective buried pipe laying scheme of the project, which provides ideas for similar engineering applications.

    参考文献
    相似文献
    引证文献
引用本文

董盛时,黄俊,葛栋,张澍珣,季红玲.考虑路面防结冰的城市隧道路面下热管敷设方案研究[J].城市道桥与防洪,2022,(11):236-239.

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2022-02-24
  • 最后修改日期:2022-02-24
  • 录用日期:2022-03-08
  • 在线发布日期: 2022-11-20
  • 出版日期:
关闭