Semi-rigid asphalt pavement material and preparation method thereof

An asphalt pavement and semi-rigid technology, which is applied in the field of semi-rigid asphalt pavement materials and its 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 road surface is affected. Durability and other issues, to achieve the effect of reducing temperature shrinkage and drying shrinkage, comprehensive road performance, and reducing cement consumption

Active Publication Date: 2016-12-07
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 ov...

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
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Effect test

Embodiment 1

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

[0064] 1) Preparation of macroporous asphalt mixture: Step A, weigh 85% of the total mass by weight percentage of heavy cross 70# asphalt heated to 180°C; Step B, add 10% of the total mass of waste tire rubber powder to the Put the product obtained in step A and stir in the reaction tank; C, add 5% of the total mass of the modified stabilizer to the product obtained in step B, stir, and raise the temperature of the reaction tank to 220°C within 1 h; step D, After continuously stirring the product obtained in step C for 3 hours, the temperature is lowered to 170°C to obtain the finished rubber high-viscosity modified asphalt. Its performance indicators are shown in Table 5. In step E, the mineral material and filler are heated to 190°C, stirred and mixed for 15 seconds. The synthetic gradation is shown in Table 6; In step F, 2.5% ...

Embodiment 2

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

[0094] A macroporous asphalt mixture used for semi-rigid asphalt pavement is composed of rubber high-viscosity modified asphalt, mineral aggregates, and fillers. The percentage of each component in the total mass of the macroporous asphalt mixture is: rubber high-viscosity modified asphalt 4.2%, 93% of mineral material, 2.8% of filler, total mass is 100%, the synthetic gradation of mineral material and filler mixture is shown in Table 11. Among them, the rubber high-viscosity modified asphalt is composed of Zhongjiao 70# asphalt, waste tire rubber powder, and modified stabilizer. The percentage of each component in the total mass of the rubber high-viscosity modified asphalt is: Zhongjiao 70# asphalt 78%, waste tires Rubber powder 20%, modified stabilizer 2%, its performance indicators are shown in Table 12. The performance indexes of macroporous asphalt mixture are shown in Table 13.

[0095] Table 11

[0096] ...

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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 a pavement engineering material, 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, excellent skid resistance, and high degree of mechanization in construction applications, fast construction speed, and later Simple maintenance and other features. However, in recent years, with the rapid increase in traffic volume and vehicle load, the plastic deformation of asphalt concrete pavements under repeated vehicle loads leads to rutting, hugs, shifts, and other high-temperature performance and insufficient strength. The traffic light intersections and evaluation intersections of resource-carrying roads and urban roads are very prominent, which seriously affects the safety and comfor...

Claims

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Application Information

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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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