›› 2012, Vol. 33 ›› Issue (2): 407-414.

• 基础理论与实验研究 • 上一篇    下一篇

透壁通风管增强开放碎石路堤降温效果试验

杨丽君1, 2,孙斌祥1, 2,刘 琦1, 2,汪双杰2,章金钊2   

  1. 1.绍兴文理学院 土木工程系,浙江 绍兴 312000; 2.中交第一公路勘察设计研究院有限公司 多年冻土区公路建设与养护技术交通行业重点实验室,西安 710075
  • 收稿日期:2010-07-27 出版日期:2012-02-10 发布日期:2012-02-14
  • 作者简介:杨丽君,女,1972年生,硕士,副教授,主要从事岩土工程研究和教学工作
  • 基金资助:

    国家自然科学基金项目(No. 40772194,No. 40972203);中交多年冻土区公路建设与养护技术交通行业重点实验室开放基金项目 (No. HSKF2007-03,No. HSKF2007-05)。

Experimental investigation on cooling capability of open crushed rock embankment enhanced by perforated ventilation pipe

YANG Li-jun1, 2, SUN Bin-xiang1, 2, LIU Qi1, 2, WANG Shuang-jie2, ZHANG Jin-zhao2   

  1. 1. Department of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, China; 2. Key Laboratory of Highway Construction and Maintenance Technology for Permafrost Regions, Ministry of Communications, CCCC First Highway Consultants Co., Ltd., Xi’an 710075, China
  • Received:2010-07-27 Online:2012-02-10 Published:2012-02-14

摘要: 通过4种不同实验条件下透壁通风管开放碎石路堤试样室内试验研究了通风情况对透壁通风管增强开放碎石路堤降温效应的影响。比较4种实验结果发现,透壁通风管开放碎石路堤存在碎石表面单纯热传导传热、外界空气通过碎石路堤开放表面与碎石层内孔隙空气直接循环产生的强迫对流传热、通风管管壁与管内空气的对流换热以及管内空气通过管壁透气小孔与附近碎石层内孔隙空气直接循环产生的强迫对流传热4种传热过程。对于仅负温通风的透壁通风管开放碎石路堤,通过开放表面及管壁透气小孔使外界冷空气与碎石层内孔隙空气形成循环,从而显著增强了路堤冬季冷空气引起的降温效应。

关键词: 碎石路堤, 开放表面, 透壁通风管, 降温效果, 增强作用

Abstract: Laboratory experiments on the cooling capability of crushed rock embankment samples with a perforated ventilation pipe and an air permeable top surface are performed. The impact of mechanism on the cooling capability of the open crushed rock embankment enhanced by a perforated ventilation pipe is analyzed. The analysis indicates that the heat transfer processes in the crushed rock embankment with a perforated ventilation pipe and an air permeable surface include pure heat conduction, forced convection due to the pore air motion in the crushed rock layer forming directly a complete circulation in conjunction with the ambient air by the small holes of the perforated ventilation pipe wall, convective heat transport between the ambient air and the surface of pipe wall, and forced convection that occurs in the crushed rock layer around the perforated pipe forming directly a pore air circulation in conjunction with the ambient air by the small holes of perforated pipe wall. Under the air permeable top surface and only ventilating during the negative temperature period, a crushed rock embankment embedded a perforated ventilation pipe may enhance the cooling capability of the embankment base due to winter-time air motions in the crushed rock layer forming a complete pore air circulation in conjunction with the ambient cold air via the small holes of perforated pipe wall and the air permeable top surface.

Key words: crushed rock embankment, air permeable surface, perforated ventilation pipe, cooling capability, enhancement

中图分类号: 

  • U 213.1
[1] 刘明浩,牛富俊,林战举,罗 京. 高温冻土区U型块石路基长期降温效果及变形特征研究[J]. , 2017, 38(11): 3304-3310.
[2] 杨丽君,孙斌祥,王 伟,刘 琦,徐学祖. 表面条件对透壁通风管碎石路堤降温效果的影响[J]. , 2013, 34(10): 2945-2953.
[3] 孙斌祥 ,杨丽君 ,王 伟 ,章金钊 ,汪双杰. 透壁通风管路堤的对流换热和蒸发散热[J]. , 2012, 33(3): 674-680.
[4] 章金钊 ,孙斌祥 ,刘 琦 ,杨丽君 ,汪双杰. 透壁通风管路堤土体蒸发降温的试验研究[J]. , 2011, 32(6): 1813-1818.
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