Foamed asphalt cold-regenerating structural layer mixture and construction method thereof

A technology of foamed asphalt and construction method, which can be applied to cohesive pavement paved on site, buildings, roads, etc., which can solve the problems of early failure and insufficient durability of asphalt pavement, and achieve little influence of weather conditions, good resistance to water damage, The effect of simple process

Inactive Publication Date: 2017-11-24
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

After decades of construction practice at home and abroad, especially in China for more than ten yea

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Example Embodiment

[0039] Example 1

[0040] A foamed asphalt cold recycled structural layer mixture is prepared from the following materials: mineral aggregate, cement, anti-stripping agent, mixing water, foamed asphalt, fiber;

[0041] Among them, the mineral material is composed of the following mass parts of materials: 30 parts of milling old material with a particle size of 10mm, 35 parts of milling old material with a particle size of 9mm, 2 parts of new stone with a particle size of 10mm, particle size 10 parts of 9mm new stone and 4 parts of fly ash;

[0042] The amount of cement is 1.5% of the total amount of mineral materials;

[0043] The amount of the anti-stripping agent is 0.4% of the total amount of mineral material;

[0044] The amount of mixing water is 4% of the total amount of mineral material;

[0045] The amount of foamed asphalt is 2.5% of the total amount of mineral material;

[0046] The total amount of the fiber is 0.35% of the total amount of mineral material;

[0047] The above pe...

Example Embodiment

[0057] Example 2

[0058] A foamed asphalt cold recycled structural layer mixture prepared from the following materials: mineral aggregate, cement, anti-stripping agent, mixing water, foamed asphalt, fiber;

[0059] Among them, the mineral material is composed of the following mass parts: 40 parts of milling old material with a particle size of 30mm, 45 parts of milling old material with a particle size of 8mm, 8 parts of new stone with a particle size of 30mm, particle size 20 parts of 8mm new stone and 6 parts of fly ash;

[0060] The amount of cement is 2.5% of the total amount of mineral materials;

[0061] The amount of the anti-stripping agent is 0.6% of the total amount of mineral material;

[0062] The amount of mixing water is 5% of the total amount of mineral materials;

[0063] The amount of foamed asphalt is 3.5% of the total amount of mineral material;

[0064] The total amount of fiber is 0.45% of the total amount of mineral material;

[0065] The above percentages are all m...

Example Embodiment

[0075] Example 3

[0076] A foamed asphalt cold regenerated structural layer mixture prepared from the following materials: mineral aggregate, cement, anti-stripping agent, mixing water, foamed asphalt, fiber;

[0077] Among them, the mineral material is composed of the following mass parts: 35 parts of milling old material with a particle size of 20mm, 40 parts of milling old material with a particle size of 5mm, 5 parts of new stone with a particle size of 20mm, particle size 15 parts of 5mm new stone and 5 parts of fly ash;

[0078] The amount of the cement is 2% of the total amount of mineral materials;

[0079] The amount of the anti-stripping agent is 0.5% of the total amount of mineral material;

[0080] The amount of mixing water is 4.5% of the total amount of mineral materials;

[0081] The amount of foamed asphalt is 3% of the total amount of mineral material;

[0082] The total amount of fiber is 0.4% of the total amount of mineral material;

[0083] The above percentages are a...

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Abstract

The invention discloses a foamed asphalt cold-regenerating structural layer mixture. The foamed asphalt cold-regenerating structural layer mixture is prepared from the following materials of a mineral aggregate, cement, an anti-stripping agent, mixing water, foamed asphalt and fiber. The mineral aggregate is composed of the following materials of, by mass, 30-40 parts of a milling-planing old material with the grain diameter being 10-30 mm, 35-45 parts of a milling-planing old material with the grain diameter being smaller than 10 mm, 2-8 parts of new aggregated rock with the grain diameter being 10-30 mm, 10-20 parts of new aggregated rock with the grain diameter being smaller than 10 mm and 4-6 parts of pulverized fuel ash. The dosage of the cement is 1.5-2.5% of the total dosage of the mineral aggregate, the mixing amount of the anti-stripping agent is 0.4-0.6% of the total dosage of the mineral aggregate, and the dosage of the mixing water is 4-5% of the total dosage of the mineral aggregate, the dosage of the foamed asphalt is 2.5-3.5% of the total dosage of the mineral aggregate, and the total mixing amount of the fiber is 0.35-0.45% of the total dosage of the mineral aggregate. The invention further discloses a construction method of the mixture. After construction of the foamed asphalt cold-regenerating structural layer mixture is conducted, a road can has good water stability and anti-rutting performance; and the road maintenance or transformation cost is reduced, the construction period is shortened, and the time of traffic stop is reduced.

Description

technical field [0001] The invention relates to the technical field of road engineering, in particular to a foamed asphalt cold recycled structural layer mixture and a construction method thereof. Background technique [0002] With the rapid development of the national economy, the traffic volume is increasing rapidly, the channelized traffic is obvious, and the proportion of large-scale vehicles, heavy-duty vehicles, and overloaded vehicles is increasing year by year, which poses serious challenges to the traditional asphalt concrete pavement. After decades of domestic and foreign expressway construction practice, especially in China, the asphalt pavement generally has two major problems: insufficient durability and early damage. Pavement damage is of various types and forms. Generally speaking, the pavement damage of high-grade highways includes rutting, cracking fatigue cracking, low temperature cracking and reflection cracking, subsidence, potholes, slurry and other dam...

Claims

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Application Information

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IPC IPC(8): E01C7/32C04B28/00
CPCE01C7/32C04B28/00C04B2103/0068C04B18/08C04B18/12C04B18/0481C04B22/002C04B24/36C04B14/4643C04B16/0683
Inventor 马涛曹雯丁珣昊胡鹏森张垚陈田
Owner SOUTHEAST UNIV
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