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Novel modifier with basalt fibers for asphalt mixtures and method for preparing novel modifier

A technology of basalt fiber and asphalt mixture is applied in the field of pavement paving materials, new basalt fiber asphalt mixture modifier and preparation field, which can solve the problems of unsuitability for asphalt mixture, and achieve obvious practical effect and enhanced tensile strength. Ability, simple operation effect

Inactive Publication Date: 2016-08-24
YANGZHOU UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

But these sizing agents are not suitable for use in high temperature asphalt mixture

Method used

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  • Novel modifier with basalt fibers for asphalt mixtures and method for preparing novel modifier
  • Novel modifier with basalt fibers for asphalt mixtures and method for preparing novel modifier
  • Novel modifier with basalt fibers for asphalt mixtures and method for preparing novel modifier

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0033] Film-forming agent A, film-forming agent B, antistatic agent, coupling agent, lubricant, modified nano-SiO 2 Mix and stir according to the mass ratio of 32:32:3:6:4:3 and heat to 70-80°C in the infiltration tank. Specifically, 3.2 parts of film-forming agent A, 3.2 parts of film-forming agent B, 0.3 parts of antistatic agent, 0.6 parts of coupling agent, 0.4 parts of lubricant, and 0.3 parts of modified nano-SiO 2 , in the infiltration pool, 0.3 parts of modified nano-SiO 2 The suspension was dripped into the mixed emulsion of 3.2 parts of film-forming agent A and 3.2 parts of film-forming agent B under stirring conditions, and continued high-speed stirring for 1.5 to 2 hours, and then added 0.4 parts of lubricant, 0.3 parts of antistatic agent, 0.6 part of coupling agent, and then continue to stir for 2 to 2.5 hours to obtain a uniform white liquid; in the infiltration pool, heat the prepared white uniform liquid and keep the temperature at 70 to 80 ° C; wherein, the ...

Embodiment 2

[0038] Film-forming agent A, film-forming agent B, antistatic agent, coupling agent, lubricant, modified nano-SiO 2 Mix and stir according to the mass ratio of 64:0:3:6:4:3 and heat to 70-80°C in the infiltration tank. Specifically, 6.4 parts of film-forming agent A, 0 parts of film-forming agent B, 0.3 parts of antistatic agent, 0.6 parts of coupling agent, 0.4 parts of lubricant, and 0.3 parts of modified nano-SiO 2 , in the infiltration pool, 0.3 parts of modified nano-SiO 2 Drop the suspension into 6.4 parts of film-forming agent A emulsion under stirring conditions, continue to stir at high speed for 1.5 to 2 hours, then add 0.4 parts of lubricant, 0.3 parts of antistatic agent, and 0.6 parts of coupling agent in sequence, and continue stirring for 2 After ~2.5 hours, a uniform white liquid is obtained; in the infiltration tank, the prepared white uniform liquid is heated, and the temperature is kept at 70-80 ° C; wherein, the infiltration tank is 2 meters long, 0.5 mete...

Embodiment 3

[0043] Film-forming agent A, film-forming agent B, antistatic agent, coupling agent, lubricant, modified nano-SiO 2 Mix and stir according to the mass ratio of 0:64:3:6:4:3 and heat to 70-80°C in the infiltration pool. Specifically, 0 parts of film-forming agent A, 6.4 parts of film-forming agent B, 0.3 parts of antistatic agent, 0.6 parts of coupling agent, 0.4 parts of lubricant, and 0.3 parts of modified nano-SiO 2 , in the infiltration pool, 0.3 parts of modified nano-SiO 2 Drop the suspension into 6.4 parts of film-forming agent B emulsion under stirring condition, continue to stir at high speed for 1.5-2 hours, then add 0.4 parts of lubricant, 0.3 parts of antistatic agent, 0.6 parts of coupling agent in sequence, and continue stirring for 2 After ~2.5 hours, a uniform white liquid is obtained; in the infiltration tank, the prepared white uniform liquid is heated, and the temperature is kept at 70-80 ° C; wherein, the infiltration tank is 2 meters long, 0.5 meters wide,...

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Abstract

The invention discloses a novel modifier with basalt fibers for asphalt mixtures and a method for preparing the novel modifier. The novel modifier is made of the basalt fibers and high-adhesion wetting agents. The novel modifier comprises, by weight, 85-98 parts of the basalt fibers, 0-10 parts of film-forming agents A, 0-10 parts of film-forming agents B, 0.1-0.6 part of antistatic agents, 0.2-3.5 parts of coupling agents, 0.1-2 parts of lubricants and 0.1-1.3 parts of modified nanometer SiO2. The method includes mixing the film-forming agents A, the film-forming agents B, the antistatic agents, the coupling agents, the lubricants and the modified nanometer SiO2 with one another to obtain mixtures and stirring the mixtures; wetting and wrapping the basalt fibers and cutting the basalt fibers into short pieces so as to obtain the novel modifier. The novel modifier and the method have the vantages that irritating odor rarely can be generated in modifier preparation procedures; the novel modifier can be added into the asphalt mixtures, accordingly, various road properties of the asphalt mixtures can be effectively improved, the anti-rutting performance and the fatigue cracking resistance of pavements can be improved, and the service lives of roads can be greatly prolonged.

Description

technical field [0001] The invention relates to a pavement pavement material, in particular to a novel basalt fiber asphalt mixture modifier using a direct-throwing high-adhesion modifier and a preparation method thereof, belonging to the technical field of traffic pavement overlay materials. Background technique [0002] With the rapid development of my country's road transport industry, the number of vehicles is increasing day by day, the vehicles are large-scale, and the phenomenon of heavy load and overload is becoming more and more serious. Many pavements have early defects such as rutting, wrapping and even structural damage shortly after completion, which will directly affect the service life of asphalt pavement, and also shows that ordinary asphalt concrete pavement can no longer meet the high temperature requirements of the modern road transportation industry. Requirements for anti-rutting stability, low-temperature crack resistance, and water damage resistance. Th...

Claims

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Application Information

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IPC IPC(8): C08L75/06C08L75/08C08K13/06C08K3/36C08K7/10C08K3/16C04B26/26C04B14/16
CPCC08L75/08C04B26/26C08K3/16C08K3/36C08K7/10C08K13/06C08K2201/011C08K2201/017C08L75/06C08L2205/02C04B14/4631C04B14/00
Inventor 肖鹏酒雪洋薛晓薇王亚昀吕阳
Owner YANGZHOU UNIV
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