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Interlayer structure construction method of asphalt pavement

A technology of interlayer structure and construction method, applied in the field of traffic survey, can solve the problems of damage to the underlying layer structure, manual cleaning, waste of manpower and material resources, etc., and achieve strong resistance to deformation, prevent downward penetration, and increase shear strength Effect

Inactive Publication Date: 2017-07-14
北京特希达交通勘察设计院有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, these two methods have certain defects. The first method requires the additional use of high-permeability modified emulsified asphalt, which increases the cost of materials and construction. In actual engineering, the penetration depth of viscous layer oil is limited and the bonding effect is not ideal. In some heavy-duty traffic sections, serious pavement damage often occurs prematurely; although the second method can improve the bonding effect by increasing the surface roughness, milling may cause structural damage to the underlying layer, affecting the quality of the underlying layer. structural strength, and manual cleaning is required after milling, resulting in a serious waste of manpower and material resources. At the same time, the construction efficiency of fine milling is not high, but the cost is high, which affects the overall cost of the project and construction efficiency
The principles of other methods are similar. The sticky layer oil has the construction process of emulsified asphalt demulsification, water evaporation, or diluent volatilization in diluted asphalt. Long construction period is a common problem of this kind of sticky layer oil.
However, the hot asphalt used in the interlayer bonding treatment in my country in the early stage, because it is difficult to control the amount during construction, the asphalt material cannot meet the use requirements in terms of cohesive force and temperature stability under high temperature conditions.

Method used

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  • Interlayer structure construction method of asphalt pavement
  • Interlayer structure construction method of asphalt pavement

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0065] 1 Technical requirements for rubber asphalt

[0066] Coarse rubber powder should be used for spreading rubber asphalt, such as 30 mesh. In order to ensure the stability of rubber asphalt quality, it is required to process and spread on the same day, and rubber asphalt should not exceed 24 hours from processing to spreading. The base asphalt for processing rubber asphalt should use grade A No. 70 road petroleum asphalt, and the external mixing amount of waste tire rubber powder is 22%; its quality should meet the requirements of current regulations.

[0067] 2 construction process

[0068] In order to ensure the construction quality of the rubber asphalt waterproof bonding layer, the cleaning of the underlying layer should be done well to ensure that all kinds of diseases of the underlying layer have been treated and the road surface is in a clean, dry and rough interface state; carry out trial sprinkling and determine some key points Construction parameters, and the u...

Embodiment 2

[0094] The difference with embodiment 1 is:

[0095] In step 1: the particle size of the rubber powder is 40 mesh, and the amount of the waste tire rubber powder added is 25%.

[0096] In step 2.3: the spreading amount of rubber asphalt is 2.4kg / m 2 ; The spreading temperature of rubber asphalt is controlled at 190°C.

[0097] In step 2.4: limestone material, the specification is 13mm; the spreading amount of crushed stone is generally 70% of the full pavement.

Embodiment 3

[0099] The difference with embodiment 1 is:

[0100] In step 1: the external mixing amount of waste tire rubber powder is 20%.

[0101]In step 2.3: the spreading amount of rubber asphalt is 2.0kg / m 2 ; The spreading temperature of rubber asphalt is controlled at 180°C.

[0102] In step 2.4: limestone material, the specification is 16mm; the spreading amount of crushed stone is generally 70% of the full pavement.

[0103] The road sections constructed in the above three embodiments were tested one week and one month after the construction, and the test results showed that the road surface has excellent water tightness and shear resistance, both of which meet the national standards.

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Abstract

The invention discloses an interlayer structure construction method of an asphalt pavement. The interlayer structure construction method includes the following steps of cleaning an under bearing layer of the pavement; sprinkling rubber asphalt; sprinkling rubbles; and rolling into the shape. The interlayer structure construction method of the asphalt pavement has the advantages of being high in bonding strength between layers, good in water tightness, excellent in anti-shearing performance, deferring reflection cracks, convenient to construct, low in comprehensive cost and the like. By adoption of the interlayer structure construction method of the asphalt pavement, construction work can be done without closing to traffic or closing to traffic for a short term, therefore, the interlayer structure construction method of the asphalt pavement can not only be suitable for a bonding layer between asphalt surfaces of newly-built roads, but also particularly suitable for repairing and maintaining projects for asphalt surfaces of urban roads.

Description

technical field [0001] The invention relates to the technical field of traffic survey, in particular to a construction method for an asphalt pavement interlayer structure. Background technique [0002] Asphalt pavement structure is the main pavement structure type of high-grade highways in my country, and generally consists of asphalt surface layer, base layer, subbase layer and cushion layer. The asphalt pavement of high-grade highways such as expressways, first-class highways, urban expressways, and trunk roads generally consists of three layers, which are divided into surface layer, middle layer and bottom layer, and are structures that directly bear the repeated action of vehicle loads and the influence of natural factors. layer. According to the change of pavement structure strength and load stress with depth, different asphalt mixture gradations are selected for the three-layer structure of asphalt pavement, so that the whole asphalt pavement has better road performan...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01C7/26
CPCE01C7/265
Inventor 蔡硕果段文志刘文明赵雅芳宋晓梅王辉高山王艳梅
Owner 北京特希达交通勘察设计院有限公司
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