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Semi-rigid asphalt pavement material and preparation method thereof

An asphalt pavement and semi-rigid technology, applied in the field of semi-rigid asphalt pavement materials and their preparation, can solve the problem that semi-rigid asphalt pavement resists low temperature cracking, the ability to resist base reflection cracks and fatigue cracking is reduced, the internal grouting is not compact, and the cost increases and energy consumption, to achieve the effect of reducing temperature shrinkage and dry shrinkage, improving comprehensive road performance, and improving comprehensive road performance.

Active Publication Date: 2019-07-26
JIANGSU TIANNUO ROAD MATERIAL TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the traditional macroporous asphalt mixture uses polymer-modified asphalt as the cementing material, which not only has high cost, but also has high viscosity at high temperature, poor construction workability, and high energy consumption for construction.
Low viscosity at low temperature, on the one hand, cannot provide sufficient bonding strength for large-pore asphalt mixture, causing construction vehicles and grouting equipment to further compress the internal voids during construction, resulting in difficulty in grouting, internal grouting is not dense, and affects the overall durability of the pavement On the other hand, when the viscosity is low, the polymer-modified asphalt film attached to the surface of the stone is very thin, which greatly reduces the ability of the semi-rigid asphalt pavement to resist low temperature cracking, base reflection cracking and fatigue cracking
Also, in order to ensure that the semi-rigid asphalt pavement has sufficient mechanical strength and fluidity required for grouting, a large amount of cement material and mixing water are often added, which increases the cost and energy consumption of the entire construction process

Method used

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  • Semi-rigid asphalt pavement material and preparation method thereof
  • Semi-rigid asphalt pavement material and preparation method thereof
  • Semi-rigid asphalt pavement material and preparation method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0063] The preparation method of the macroporous asphalt mixture of the embodiment of the present invention comprises the following steps in sequence:

[0064] 1) Preparation of macroporous asphalt mixture: step A, weigh 85% of the total mass and heat up to 180°C heavy traffic 70# asphalt according to the mass percentage; step B, add waste tire rubber powder accounting for 10% of the total mass to the container Stir in the reaction tank of the product obtained in step A; C, add the modified stabilizer accounting for 5% of the total mass to the product obtained in step B and stir, and raise the temperature of the reaction tank to 220 ° C within 1h; step D, After the product obtained in step C was continuously stirred for 3 hours, the temperature was lowered to 170°C to obtain the finished rubber high-viscosity modified asphalt. The synthetic gradation is shown in Table 6; in step F, the rubber-based high-viscosity modified asphalt accounting for 2.5% of the total mass percentag...

Embodiment 2

[0093] The difference between this embodiment and embodiment 1 is:

[0094] A large-porosity asphalt mixture used for semi-rigid asphalt pavement is composed of rubber high-viscosity modified asphalt, mineral materials, and fillers. The percentage of each component in the total mass of large-pore asphalt mixture is: rubber high-viscosity modified asphalt 4.2%, mineral material 93%, filler 2.8%, the total mass is 100%, the synthesis gradation of mineral material and filler mixture is shown in Table 11. Among them, the rubber high-viscosity modified asphalt is composed of heavy traffic 70# asphalt, waste tire rubber powder, and modified stabilizer. Rubber powder 20%, modified stabilizer 2%, and its performance indicators are shown in Table 12. The performance indexes of macroporous asphalt mixture are shown in Table 13.

[0095] Table 11

[0096]

[0097] Table 12

[0098]

[0099]

[0100] Table 13

[0101] serial number Test items unit Test results...

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Abstract

The invention relates to a pavement engineering material, and concretely relates to a semi-rigid asphalt pavement material and a preparation method thereof. The semi-rigid asphalt pavement material comprises, by volume, 75-85% of a macro-porous asphalt mixture and 15-25% of a grouting material; the macro-porous asphalt mixture is obtained through mixing mineral, a filler and rubber high-viscosity modified asphalt; and the grouting material is obtained through mixing fine particle modified emulsified asphalt, PC42.5 composite Portland cement, an active admixture, sands, water, a water reducer, an aluminum powder, an expanding agent, an air entraining agent, an antifoaming agent and limestone mineral powder. The semi-rigid asphalt pavement material has the advantages of good construction workability, strong high-temperature rut resistance and low-temperature cracking resistance, good durability, long fatigue life, good combination property of the macro-porous asphalt mixture with the grouting material, small temperature shrinkage and dry shrinkage cracks, energy saving, environmental protection, and realization of the high cost performance of recycling of solid wastes.

Description

technical field [0001] The invention relates to pavement engineering materials, in particular to a semi-rigid asphalt pavement material and a preparation method thereof. Background technique [0002] Asphalt concrete pavement belongs to flexible pavement and is the main structural form of highway and urban road pavement in my country. It has good driving comfort, smooth surface, low noise and excellent skid resistance. At the same time, it has a high degree of mechanization in construction applications and fast construction. Simple maintenance and other features. However, with the rapid increase of traffic volume and vehicle load in recent years, asphalt concrete pavement produces plastic deformation under the repeated action of vehicle load, resulting in rutting, hugging, moving and other high-temperature performance and insufficient strength. Traffic light intersections and evaluation crossings of resource-carrying roads and urban roads are very prominent, which seriously ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/04C04B26/26C04B38/00C04B38/02
CPCC04B26/26C04B28/04C04B38/0038C04B2111/0075C04B2111/70C04B2201/50C04B18/22C04B14/00C04B38/0074C04B24/36C04B18/12C04B14/068C04B22/04C04B14/28C04B2103/302C04B2103/304C04B2103/50C04B38/02
Inventor 肖护兵郭兆民封昕潘亚军李秋飞柳卫军张玉贞
Owner JIANGSU TIANNUO ROAD MATERIAL TECH
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