Cooling asphalt pavement by a highly oriented heat conduction structure

被引:39
作者
Du Yinfei [1 ]
Wang Shengyue [1 ]
Zhang Jian [1 ]
机构
[1] Southeast Univ, Sch Transportat, Nanjing 210096, Jiangsu, Peoples R China
关键词
Cool pavement; Gradient thermal conductivity; High orientation; Pavement temperature; Heat budget; ISLAND MITIGATION; PERMEABLE PAVEMENT; ENERGY; COATINGS; IMPACT;
D O I
10.1016/j.enbuild.2015.05.020
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, a highly oriented heat conduction structure of asphalt pavement, with a combination of low thermal conductivity layer and three-layered gradient heat conduction structure, was proposed to reduce pavement temperature and decrease nighttime heat release into the atmosphere in summer. The structure was formed by modifying contrast asphalt pavement by adding different dosages of low thermal conductivity powders to each layer. Also, it made full use of principles of thermal insulation and gradient heat conduction, and extended the scope of thermal gradient in asphalt layers. The results showed that, compared with contrast structure, the highest temperature of upper surface of bottom layer, which was used to represent the average temperature of middle and bottom layers, reduced by 2.3 degrees C (simulation result) and 2.4 degrees C (test road result). The average temperatures of middle and bottom layers reduced by 1.6 degrees C (at 2:30 pm) and 1.5 degrees C (at 6:00pm), respectively, which were validated by test road results. Calculations of simulation result displayed that the structure released less 12.1% of heat to the atmosphere during nighttime than contrast structure. According to the results summarized above, it is concluded that the structure has a continuous cooling capacity, and is expected to reduce high temperature rutting of asphalt pavement and help to reduce high air temperature at night. (c) 2015 Elsevier B.V. All rights reserved.
引用
收藏
页码:187 / 196
页数:10
相关论文
共 45 条
[1]  
[Anonymous], 1984, J TONGJI U
[2]   Development of a pavement rutting model from experimental data [J].
Archilla, AR ;
Madanat, S .
JOURNAL OF TRANSPORTATION ENGINEERING, 2000, 126 (04) :291-299
[3]   Heat storage of pavement and its effect on the lower atmosphere [J].
Asaeda, T ;
Ca, VT ;
Wake, A .
ATMOSPHERIC ENVIRONMENT, 1996, 30 (03) :413-427
[4]   Characteristics of permeable pavement during hot summer weather and impact on the thermal environment [J].
Asaeda, T ;
Ca, VT .
BUILDING AND ENVIRONMENT, 2000, 35 (04) :363-375
[5]  
Bo Guan, 2011, 2011 International Symposium on Water Resource and Environmental Protection (ISWREP), P2389, DOI 10.1109/ISWREP.2011.5893749
[6]   Asphalt solar collectors: A literature review [J].
Bobes-Jesus, Vanesa ;
Pascual-Munoz, Pablo ;
Castro-Fresno, Daniel ;
Rodriguez-Hernandez, Jorge .
APPLIED ENERGY, 2013, 102 :962-970
[7]  
CAO X, 2010, J MATER CIVIL ENG, V23, P1067, DOI DOI 10.1061/(ASCE)MT.1943-5533.0000256
[8]  
Chang G., 1999, Transportation Research Record: Journal of the Transportation Research Board, V1687, P95
[9]   Micromechanical investigation of open-graded asphalt friction courses' rutting mechanisms [J].
Coleri, Erdem ;
Harvey, John T. ;
Yang, Kai ;
Boone, John M. .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 44 :25-34
[10]  
Cominsky R.J., 1994, The Superpave Mix Design Manueal for New Construction and Overlays