中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2020, Vol. 39 ›› Issue (10): 85-92.DOI: 10.3969/j.issn.1674-0696.2020.10.15

• 道路与铁道工程 • 上一篇    下一篇

环路热管融冰雪效果影响因素试验分析

周水文1,2,3,张晓华1,2,3,张蓉1,2,3,赵坤4,王建壮1,2,3   

  1. (1. 四川省公路规划勘察设计研究院有限公司 道桥试验研究所,四川 成都 610041; 2. 四川省公路规划勘察设计研究院有限公司 公路建设与养护技术、材料及装备行业研发中心,四川 成都 610041; 3. 四川省公路规划勘察设计研究院有限公司 四川省路面结构材料及养护工程实验室,四川 成都 610041; 4. 四川佳港科技有限公司,四川 成都 610000)
  • 收稿日期:2019-06-12 修回日期:2019-06-24 出版日期:2020-10-30 发布日期:2020-11-03
  • 作者简介:周水文(1989—),男,湖南郴州人,工程师,硕士,主要从事道路工程方面的工作。E-mail:zswhit@sina.com
  • 基金资助:
    四川省交通运输科技项目(2017-A-05;2018-A-01);四川省公路规划勘察设计研究院有限公司项目(2018-YL-07)

Experimental Analysis of Influencing Factors on Ice-Melting of Loop Heat Pipe

ZHOU Shuiwen1, 2, 3, ZHANG Xiaohua1, 2, 3, ZHANG Rong1, 2, 3, ZHAO Kun4, WANG Jianzhuang1,2,3   

  1. (1. Test and Research Branch Road and Bridge, Sichuan Highway Planning, Survey, Design and Research Institute Co., Ltd., Chengdu 610041, Sichuan, China; 2. Research and Development Center of Transport Industry of Technology, Materials and Equipment of Highway Construction and Maintenance, Sichuan Highway Planning, Survey, Design and Research Institute Co., Ltd., Chengdu 610041, Sichuan, China; 3. Sichuan Engineering Laboratory of Pavement Structural, Materials and Maintenance, Sichuan Highway Planning, Survey, Design and Research Institute Co., Ltd., Chengdu 610041, Sichuan, China; 4. Sichuan Jiagang Technology Co., Ltd., Chengdu 610000, Sichuan, China)
  • Received:2019-06-12 Revised:2019-06-24 Online:2020-10-30 Published:2020-11-03

摘要: 基于室内融雪路面结构模型,对加热方式、流体温度、管径、管间距、加热功率等影响环路热管融冰雪效果的因素进行试验测试,并计算了各因素敏感性度系数。结果表明:环路热管具有优异的传热效果,路表最大升温速率达8 ℃/h,但水平方向影响范围有限,热量由热管不断向路表和路面内部传递;直接采用电加热方式热量利用率更高,冰层厚度仅影响冰雪融化时间;路表对加热功率、间距敏感,4 cm深度对流体温度、管径敏感;加热功率敏感性最强,流体温度敏感性最差,管径越粗、间距越大,敏感性增加。

关键词: 道路工程, 环路热管, 加热功率, 敏感度系数, 管径, 间距

Abstract: Influencing factors on ice-melting of loop heat pipe (LHP) was tested and sensitivity coefficients of various factors were calculated based on indoor snowmelt pavement structure model. The influence factors included heating mode, fluid temperature, pipe diameter, pipe distance and heating power. The results show that: LHP has excellent heat transferring effect and the maximum warming rate of road surface can reach 8 ℃/h, while the influence scope is limited at horizontal direction. The heat is continously transported from LHP to road surface and inner pavement. The heat utilization rate of direct electric heating is higher, and the ice thickness only affects the melting time of ice and snow. Road surface is sensitive to heating power and spacing, and 4cm depth is sensitive to fluid temperature and pipe diameter. The heating power sensitivity is the strongest, and the fluid temperature sensitivity is the worst; the thicker the pipe diameter and the larger the spacing, the sensitivity increases.

Key words: road engineering, loop heat pipe, heating power, sensitivity coefficient, pipe diameter, distance

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