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.
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
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...
PUM
Property | Measurement | Unit |
---|---|---|
elastic modulus | aaaaa | aaaaa |
freeze-thaw splitting strength ratio | aaaaa | aaaaa |
Abstract
Description
Claims
Application Information
- R&D Engineer
- R&D Manager
- IP Professional
- Industry Leading Data Capabilities
- Powerful AI technology
- Patent DNA Extraction
Browse by: Latest US Patents, China's latest patents, Technical Efficacy Thesaurus, Application Domain, Technology Topic, Popular Technical Reports.
© 2024 PatSnap. All rights reserved.Legal|Privacy policy|Modern Slavery Act Transparency Statement|Sitemap|About US| Contact US: help@patsnap.com