Composite asphalt cooling pavement top layer and construction method thereof

A construction method and composite technology, applied to coatings, roads, roads, etc., can solve the problems of increased traffic accidents for drivers, poor anti-skid performance and wear-resistant performance, and reduce the function of the road surface, so as to alleviate the urban heat island effect , enhance the anti-wear performance, reduce the effect of road rutting

Inactive Publication Date: 2017-12-22
CHANGAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, some studies have shown that although the thermal resistance cooling pavement can reduce the heat transfer to the interior of the pavement and reduce the internal temperature of the pavement, it will also cause a large amount of heat to accumulate on the pavement surface and increase the temperature of the pavement surface, resulting in the function of resisting rutting and alleviating the "heat island effect". Contradictory situation; most of the reflective fillers today need to rely on their own white color to reflect visible light, but if the white coating is directly applied to the road surface in a large area, it will cause serious glare, making drivers prone to visual fatigue. It leads to an increase in the incidence of traffic accidents. In addition, the reflective pavement seriously reduces the surface function of the pavement, especially the anti-skid performance and is not resistant to abrasion and poor durability.

Method used

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  • Composite asphalt cooling pavement top layer and construction method thereof
  • Composite asphalt cooling pavement top layer and construction method thereof
  • Composite asphalt cooling pavement top layer and construction method thereof

Examples

Experimental program
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Effect test

Embodiment 1

[0054] The construction method of the composite asphalt cooling pavement upper layer of the present embodiment comprises the following steps:

[0055] Step 1, in parts by weight, heating 100 parts of 70# road petroleum asphalt to 160°C-170°C;

[0056] Step 2. 38 parts of limestone and 15 parts of ceramsite with a particle size of 13.2 to 16 mm, 335 parts of limestone and 143 parts of ceramsite with a particle size of 9.5 to 13.2 mm, 440 parts of limestone and 187 parts of ceramsite with a particle size of 4.75 to 9.5 mm Parts of ceramsite, 330 parts of limestone with a particle size of 2.36-4.75mm, 200 parts of limestone with a particle size of 1.18-2.36mm, 69 parts of limestone with a particle size of 0.6-1.18mm and 30 parts of floating beads with a particle size of 0.3-0.6mm 75 parts of limestone and 33 parts of floating beads, 45 parts of limestone and 19 parts of floating beads with a particle size of 0.15-0.3 mm, 45 parts of limestone with a particle size of 0.075-0.15 mm...

Embodiment 2

[0066] The construction method of the composite asphalt cooling pavement upper layer of the present embodiment comprises the following steps:

[0067] Step 1. Heat 100 parts of 90# road petroleum asphalt to 160°C to 170°C in parts by weight;

[0068] Step 2, 39 parts of basalt and 17 parts of ceramsite with a particle size of 13.2 to 16 mm, 346 parts of limestone and 145 parts of ceramsite with a particle size of 9.5 to 13.2 mm, 453 parts of basalt and 190 parts of ceramsite with a particle size of 4.75 to 9.5 mm Parts of ceramsite, 337 parts of basalt with a particle size of 2.36-4.75mm, 207 parts of basalt with a particle size of 1.18-2.36mm, 71 parts of basalt with a particle size of 0.6-1.18mm and 32 parts of floating beads with a particle size of 0.3-0.6mm 77 parts of basalt and 35 parts of floating beads, 46 parts of basalt and 21 parts of floating beads with a particle size of 0.15-0.3mm, 46 parts of basalt and 21 parts of floating beads with a particle size of 0.075-0....

Embodiment 3

[0078] The construction method of the composite asphalt cooling pavement upper layer of the present embodiment comprises the following steps:

[0079] Step 1, in parts by weight, heating 100 parts of 70# road petroleum asphalt to 160°C-170°C;

[0080] Step 2. 37 parts of limestone and 13 parts of ceramsite with a particle size of 13.2 to 16 mm, 326 parts of limestone and 140 parts of ceramsite with a particle size of 9.5 to 13.2 mm, and 427 parts of limestone and 185 parts of ceramsite with a particle size of 4.75 to 9.5 mm. Parts of ceramsite, 323 parts of limestone with a particle size of 2.36-4.75mm, 198 parts of basalt with a particle size of 1.18-2.36mm, 67 parts of limestone with a particle size of 0.6-1.18mm and 27 parts of floating beads with a particle size of 0.3-0.6mm 72 parts of basalt and 30 parts of floating beads, 44 parts of basalt and 17 parts of floating beads with a particle size of 0.15-0.3mm, 45 parts of basalt and 17 parts of floating beads with a particl...

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Abstract

The invention belongs to the field of asphalt concrete pavements and relates to a composite asphalt cooling pavement top layer and a construction method thereof. The construction method comprises following steps: S1, a thermal-resistant asphalt mixture is spread on the top layer of a pavement and then rolled; S2, after the thermal-resistant asphalt mixture rolled in S1 is cured, the upper surface of the thermal-resistant asphalt mixture is coated with a coating; S3, after the thermal-resistant asphalt mixture and the coating are cured, the composite asphalt cooling pavement top layer is formed. Pavement ruts, the urban heat island effect and permafrost subgrade defects can be overcome.

Description

technical field [0001] The invention belongs to the field of asphalt concrete pavement, and relates to a composite asphalt cooling pavement upper layer and a construction method thereof. Background technique [0002] At the end of 2015, the total mileage of national highways was 4.5773 million kilometers, of which 123,500 kilometers were open to traffic on highways; the total mileage of urban roads was 365,000 kilometers, and the total road area was 7.18 billion square meters; the total area of ​​permafrost areas was about 2.15 million square kilometers. During the 13th Five-Year Plan period, the national expressway mileage will increase by 46,000 kilometers, and by the end of the 13th Five-Year Plan period, the expressway mileage will reach 169,000 kilometers; the average growth rate of the total mileage and total area of ​​urban roads in the past five years will be 4.43 respectively. % and 6.63%. Statistics show that asphalt pavement accounts for about 93% of U.S. highway...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01C7/26C09D163/00C09D133/00C09D161/06C09D5/00C09D7/12C04B26/26C04B18/02C04B18/08
CPCC04B18/027C04B18/082C04B26/26C08K2003/2241C08K2003/265C09D5/004C09D133/00C09D161/06C09D163/00E01C7/26C08K3/22C08K3/26C04B14/28Y02A30/60Y02W30/91
Inventor 张争奇张世豪郭大同王素青张伟连超李杨杨建华李卓琳黄硕磊
Owner CHANGAN UNIV
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