›› 2013, Vol. 34 ›› Issue (10): 2945-2953.

• 岩土工程研究 • 上一篇    下一篇

表面条件对透壁通风管碎石路堤降温效果的影响

杨丽君,孙斌祥,王 伟,刘 琦,徐学祖   

  1. 绍兴文理学院 土木工程系,浙江 绍兴 312000
  • 收稿日期:2013-03-15 出版日期:2013-10-09 发布日期:2013-10-18
  • 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. 40972203,No. 41272345)

Impact of top boundaries on cooling effect of crushed rock embankment embedded a perforated ventilation pipe

YANG Li-jung, SUN Bin-xiang, WANG Wei, LIU Qi, XU Xue-zu   

  1. Department of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, China
  • Received:2013-03-15 Online:2013-10-09 Published:2013-10-18

摘要: 针对青藏高原冻土区高速公路拟采用的透壁通风管碎石路堤,进行了表面开放和封闭透壁通风管碎石试样降温效果的室内试验,分析比较了表面开放和封闭边界条件对透壁通风管负温通风增强碎石路堤降温效果的影响差异。分析表明,表面开放和封闭透壁通风管碎石路堤都以外界空气通过管壁透气小孔与通风管附近碎石区域孔隙空气循环产生的强迫对流传热增强降温作用,另外,表面封闭透壁通风管碎石路堤能够在上部碎石区域产生孔隙空气循环的自然对流降温效应。因此,表面封闭透壁通风管碎石路堤的降温效果更为显著。

关键词: 碎石路堤, 透壁通风管, 开放边界, 封闭边界, 降温效应

Abstract: Crushed rock embankments embedded a perforated ventilation pipe are employed in the expressway construction of the Qinghai-Tibet Plateau. Laboratory experiments for the cooling effect in crushed rock embankment samples with air-open/air-tight surfaces embedded a perforated ventilation pipe are performed. Impacts of air-open/air-tight top boundaries on the cooling effect in crushed rock embankment embedded a perforated ventilation pipe are analyzed. The analysis shows that the air-open/air-tight crushed rock embankments embedded a perforated ventilation pipe can enhance the cooling capability of the embankment base due to forced convective heat transfer of the pore air motion in the crushed rock region near the ventilation pipe forming a pore air circulation in conjunction with the ambient air by the small holes of ventilation pipe wall, and the natural convective cooling effect due to pore air circulation may occur in the upper region of the crushed rock embankment during the negative air temperature ventilating period. Hence, the cooling effect in the air-tight crushed rock embankment embedded a perforated ventilation pipe is significant due to ventilating during the negative air temperature fluctuation period.

Key words: crushed rock embankment, perforated ventilation pipe, air-open boundary, air-tight boundary, cooling effect

中图分类号: 

  • U 216.1+2
[1] 卞晓琳 ,何 平 ,吴青柏 ,施烨辉 . 青藏铁路抛石护坡路基强迫对流特性数值分析[J]. , 2012, 33(S2): 377-383.
[2] 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.
[3] 杨丽君 ,孙斌祥 ,刘 琦 ,汪双杰 ,章金钊. 透壁通风管增强开放碎石路堤降温效果试验[J]. , 2012, 33(2): 407-414.
[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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