Technology for blending modified cold mix asphalt
A technology for cold mix asphalt and mixture, which is applied in the field of pavement asphalt mixture, can solve the problems that the paving thickness of asphalt concrete cannot reach more than 2cm, the use season is short, and the performance index is low.
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Examples
Embodiment 1
[0025] Embodiment 1: Preparation of a kind of AC type cold mix asphalt mixture
[0026] Components: by weight percentage, 7.45% of 4# modified cold-mix asphalt, 86.55% of continuous graded aggregate, including 4% of cement and 2% of coating agent.
[0027] Preparation method: mix the aggregates with a particle size above 0.15mm evenly, spray the coating agent, then add 30% of the cold mix asphalt into the coarse aggregate and mix, then add the fine aggregate below 0.15mm and R42 .5# cement mixing for 60 seconds. The remaining cold mix asphalt was diluted to 64%, then added to the fine aggregate coated mix and mixed again for 60 seconds. Ready to serve.
Embodiment 2
[0028] Embodiment 2: Preparation of a kind of AC type cold mix asphalt mixture
[0029] Preparation of an AC type cold mix asphalt mixture
[0030] Components: by weight percentage, 4# modified cold-mix asphalt: 7.45%, continuously graded aggregate 88.55%, including 4% cement, and 2% coating agent.
[0031] Preparation method: Mix the coarse aggregate with a particle size greater than 0.15mm evenly, spray the coating agent, then add 30% of the cold-mix asphalt to the coarse aggregate and mix, then add fine aggregate and R42.5# The cement was mixed for 60 seconds. The remaining cold mix asphalt was then added to the mix which had been coated with fine aggregates less than 0.15 mm and mixed again for 60 seconds. Ready to serve.
Embodiment 3
[0032] Embodiment 3: Preparation of a kind of OGFC type cold mix asphalt mixture
[0033] Components: by weight percentage, 1# modified cold-mix asphalt: 8.52%, continuously graded aggregate 89.98%, including 7.7% cement, and 1.5% coating agent.
[0034] Preparation method: Mix the coarse aggregate with a particle size greater than 0.15mm evenly, spray the coating agent, then add 40% of the cold-mix asphalt to the coarse aggregate and mix, then add fine aggregate and R42.5# The cement was mixed for 60 seconds. The remaining cold mix asphalt is then added to the mixture that has been coated with fine aggregates with a particle size less than or equal to 0.15 mm and stirred again for 60 seconds. Ready to serve.
[0035] Test and detection: According to the industry standard of the People's Republic of China: T702-2000, T709-2000, T709-2000, the test procedure for asphalt and asphalt mixture in highway engineering, the results are as follows:
[0036] Pilot projects ...
PUM
Property | Measurement | Unit |
---|---|---|
particle diameter | 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