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Anti-crack type rubber powder cement stabilized macadam mixture and preparation method thereof

A cement-stabilized gravel and mixture technology, which is applied in the field of pavement materials, can solve the problems of traffic load sensitivity, cracking, low stiffness and tensile strength, etc., and achieve the effects of reducing damage, improving crack resistance, and reducing construction costs

Inactive Publication Date: 2018-03-09
天津市交通科学研究院
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In terms of layer structure, it is assumed that there is a continuous interlayer system between the asphalt surface layer and the cement-stabilized macadam structure layer. The cement-stabilized macadam used as the pavement base mainly bears bending and tensile stress, while the material itself has good board properties and relatively low rigidity. The high tensile strength and low tensile strength make it particularly sensitive to traffic loads, and it is difficult to withstand the bending and tensile stress caused by heavy traffic and the bending and tensile fatigue stress caused by repeated traffic loads, so it will inevitably be damaged during use. cracking phenomenon

Method used

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  • Anti-crack type rubber powder cement stabilized macadam mixture and preparation method thereof
  • Anti-crack type rubber powder cement stabilized macadam mixture and preparation method thereof
  • Anti-crack type rubber powder cement stabilized macadam mixture and preparation method thereof

Examples

Experimental program
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Effect test

Embodiment 1

[0034] An anti-cracking rubber powder cement stabilized crushed stone mixture, characterized in that it comprises the following components by weight and number:

[0035]

[0036] The particle size of waste tire rubber powder for road use is 425 μm, that is, 40 mesh. The road-use waste tire rubber powder particles are modified rubber powder after microwave treatment of waste tire rubber powder and modification additives. Microwave radiation, extraction, and styrene soaking were used to modify the fine rubber powder of waste tires, and the modified rubber powder was measured for swelling degree, and analyzed by energy spectrum, infrared, and electron microscopy. Through modification, the styrene swelling degree of rubber powder is enhanced, the content of inorganic matter is reduced, the surface structure becomes loose, the surface area increases, and the surface active structure increases. Road waste tire rubber powder particles meet: heating loss ≤ 1.0%; ash content ≤ 15%;...

Embodiment 2

[0071] An anti-cracking rubber powder cement stabilized crushed stone mixture, characterized in that it comprises the following components by weight and number:

[0072]

[0073] The particle size of waste tire rubber powder for road use is 250 μm, that is, 60 mesh. The road-use waste tire rubber powder particles are modified rubber powder after microwave treatment of waste tire rubber powder and modification additives. Microwave radiation, extraction, and styrene soaking were used to modify the fine rubber powder of waste tires, and the modified rubber powder was measured for swelling degree, and analyzed by energy spectrum, infrared, and electron microscopy. Through modification, the styrene swelling degree of rubber powder is enhanced, the content of inorganic matter is reduced, the surface structure becomes loose, the surface area increases, and the surface active structure increases. Road waste tire rubber powder particles meet: heating loss ≤ 1.0%; ash content ≤ 15%;...

Embodiment 3

[0106] An anti-cracking rubber powder cement stabilized crushed stone mixture, characterized in that it comprises the following components by weight and number:

[0107]

[0108] The particle size of waste tire rubber powder for road use is 425 μm, that is, 40 mesh. The road-use waste tire rubber powder particles are modified rubber powder after microwave treatment of waste tire rubber powder and modification additives. Microwave radiation, extraction, and styrene immersion were used to modify the fine rubber powder of waste tires, and the modified rubber powder was measured for swelling degree, and analyzed by energy spectrum, infrared, and electron microscopy. Through modification, the styrene swelling degree of the rubber powder is enhanced, the content of inorganic substances is reduced, the surface structure becomes loose, the surface area increases, and the surface active structure increases. Road waste tire rubber powder particles meet: heating loss ≤ 1.0%; ash cont...

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Abstract

The invention relates to an anti-crack type rubber powder cement stabilized macadam mixture which comprises the following components in parts by weight: 89.5-91.7 parts of a graded broken stone mixture, 4-5 parts of cement, 0.3-0.5 part of scrap tire rubber powder particles for road and 4.0-5.0 parts of drinking water. The invention further relates to a preparation method of the anti-crack type rubber powder cement stabilized macadam mixture. The preparation method comprises the following steps: (1) preparing a graded broken stone mixture, namely adopting a graded broken stone mixture with thefollowing grading range; (2) mixing, namely uniformly stirring the graded broken stone mixture, namely adding 4-5 parts of cement by weight into 89.5-91.7 parts of the graded broken stone mixture, continuously stirring to a uniform state, adding 0.3-0.5 part of scrap tire rubber powder particles for road, adding drinking water with a weight percentage of 4.0-5.0%, and uniformly stirring. The anti-crack type rubber powder cement stabilized macadam mixture mixed with the scrap tire rubber powder particles for road serves as a semi-flexible asphalt pavement of the base to be reasonably applied to high-grade highways.

Description

technical field [0001] The invention belongs to the field of pavement materials, in particular to a crack-resistant rubber powder cement stabilized gravel mixture and a preparation method thereof. Background technique [0002] Based on the advantages of cement-stabilized macadam mixture, such as strong bearing capacity, high rigidity, good slab performance, simple and easy-to-control construction technology, and good temperature and humidity stability, most of the projects that have been built or are under construction adopt cement-stabilized macadam base Structural form of asphalt pavement. In a large number of applications, it was found that although the traditional cement-stabilized macadam mixture has many advantages as the base of asphalt pavement, there are also problems that are difficult to solve. The most prominent problem is the early asphalt pavement caused by its cracking. damage problem. Indoor tests and a large number of solid engineering applications have sh...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04C04B20/02
CPCC04B20/023C04B28/04C04B2201/50C04B14/02C04B18/20
Inventor 宋晓燕周卫峰李鑫苗乾郭亮亮李源渊李璐王博洋齐浩松
Owner 天津市交通科学研究院
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