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Test method for determining blending degree of new and old asphalt in cold recycling mixture

A cold recycling and mixing technology, applied in the measurement of color/spectral characteristics, etc., can solve the problems of waste of resources, water damage, large void ratio of the formed pavement, etc., and achieves strong practicability, simple operation, and improved performance and service life. Effect

Inactive Publication Date: 2019-07-30
SHANDONG JIAOTONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In cold recycled asphalt mixture, RAP is usually used as a mineral material. The old asphalt in RAP cannot be effectively integrated and function with emulsified asphalt or foamed asphalt, which will not only cause waste of resources, but also hinder cold recycled asphalt The mixing and compaction of the mixture will cause the void ratio of the formed pavement to be too large and the degree of compaction to be insufficient, which may lead to early defects such as rutting and water damage on the cold recycled asphalt pavement
Therefore, how to accurately measure the mixing state of new and old asphalt in cold recycled asphalt mixture has become very important. However, for cold recycled asphalt mixture, there is still a lack of effective and fast test methods and methods to measure the mixing state of old and new asphalt. Accurate Measurement and Research

Method used

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  • Test method for determining blending degree of new and old asphalt in cold recycling mixture

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Embodiment 1

[0036] According to the technical scheme of the present invention, this embodiment provides a test method for measuring the mixing state of new and old asphalt in cold recycled asphalt mixture. Taking AC-20C type emulsified asphalt cold recycled asphalt mixture as an example, the dosage of RAP is 70%, the asphalt content of RAP was determined to be 3.2% by extraction test, and the optimum emulsified asphalt dosage was determined to be 3.5% after emulsified asphalt cold recycled mixture design, and the emulsified asphalt evaporation residue content was 65%. After calculation, The total content of new and old asphalt in the cold recycled mixture is 4.5%, and the thickness of the oil film is 7.2 μm. The emulsified asphalt is made of decolorized asphalt.

[0037] The specific implementation steps of this embodiment are as follows:

[0038] (1) Standard chromaticity formulation

[0039] ①Prepare ordinary road petroleum asphalt and emulsified asphalt or foamed asphalt made from dec...

Embodiment 2

[0060] According to the technical scheme of the present invention, this embodiment provides a test method for measuring the mixing state of new and old asphalt in cold recycled asphalt mixture. Taking AC-20C type foamed asphalt cold recycled asphalt mixture as an example, the dosage of RAP is 70%, the asphalt content of RAP was determined to be 3.2% through the extraction test, and the optimum amount of foamed asphalt was determined to be 2.8% through the mix ratio design of the foamed asphalt cold recycled mixture. After calculation, the total content of new and old asphalt in the cold recycled mixture was 5.04% %, the oil film thickness is 7.8 μm, and the foamed asphalt is made of decolorized asphalt.

[0061] The specific implementation steps of this embodiment are as follows:

[0062] (1) Standard chromaticity formulation

[0063] ①Prepare ordinary road petroleum asphalt and emulsified asphalt or foamed asphalt made from decolorized asphalt, and use road petroleum asphalt...

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Abstract

The invention belongs to the technical field of cold recycling asphalt pavement of urban roads, airport roads, highways and the like, and particularly relates to a test method for determining the blending degree of new and old asphalt in a cold recycling mixture. Firstly, emulsified asphalt or foamed asphalt made of decolorized asphalt is used as new asphalt after water evaporates, the new asphaltand the old asphalt are fully blended in different proportions, color of the blended asphalt is collected and stored as standard chroma, and other test materials are prepared; then mixing and stirring are carried out according to the design ratio, the chroma of the cold recycling mixture is collected, and the proportion of the old asphalt in the asphalt of the mineral aggregate surface is obtained by comparing the chroma of the cold recycling mixture with the standard chroma; and finally, the blending degree of the new asphalt and the old asphalt is calculated according to a formula. By usingthe test method, the mixing state of the old asphalt and the new asphalt of the cold recycling asphalt mixture can be determined quickly and accurately, and therefore, the production technology can be improved and the mixing ratio of materials can be adjusted so as to improve the useperformance of the cold recycling asphalt pavement and prolong the service life of the cold recycling asphalt pavement.

Description

technical field [0001] The invention belongs to the technical field of cold recycled asphalt pavement of urban roads, airport roads and highways, and in particular relates to a test method for measuring the blending degree of new and old asphalt in cold recycled mixtures. Background technique [0002] my country's road development has shifted from "construction-oriented" to "construction and maintenance" in an all-round way. The existing roads with a total mileage of nearly 5 million kilometers have more than 90% of their pavement structure as asphalt pavement. The designed service life of asphalt pavement usually does not exceed 15 years. In engineering practice, under the joint action of natural environment and heavy traffic, asphalt pavement is prone to aging and damage. Therefore, many high-grade highway asphalt pavements in our country have entered a large-scale maintenance period. The maintenance and renovation of asphalt pavement will produce about 100 million tons o...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N21/25
CPCG01N21/25
Inventor 郭德栋倪晖周小鹏黄军瑞李晋刘文江
Owner SHANDONG JIAOTONG UNIV
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