Method of preparing superhydrophobic asphalt
US-12151983-B2 · Nov 26, 2024 · US
US9481793B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-9481793-B2 |
| Application number | US-201414535830-A |
| Country | US |
| Kind code | B2 |
| Filing date | Nov 7, 2014 |
| Priority date | Nov 8, 2013 |
| Publication date | Nov 1, 2016 |
| Grant date | Nov 1, 2016 |
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A bio-modifier for asphalt is provided that comprises non-wood bio-char. In some embodiments, the bio-char comprises pyrolyzed biomass from a bio-fuel crop and/or comprises pyrolyzed grass. The asphalt modifier can improve the performance of asphalt compositions such as asphalt binder compositions and compositions comprising asphalt binder and aggregate. For example, the bio-modifier can improve the temperature susceptibility of asphalt binder compositions and increase the rutting resistance, moisture and cracking resistance of hot mix asphalt compositions. In addition, methods of preparing the bio-modifier composition, methods of preparing modified asphalts comprising the bio-modifier, and modified asphalt compositions are provided.
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What is claimed is: 1. A method for preparing a solid bio-modifier composition for asphalt, the method comprising: providing a non-wood bio-mass material; and treating the non-wood bio-mass material under conditions suitable to produce a solid bio-modifier composition comprising bio-char, wherein the bio-char has an average particle size of about 150 microns or less. 2. The method of claim 1 , wherein providing a non-wood bio-mass material comprises providing a biomass material from a crop grown for the production of a biofuel. 3. The method of claim 1 , wherein the non-wood biomass material comprises a grass. 4. The method of claim 3 , wherein the grass is switchgrass. 5. The method of claim 1 , wherein the treating comprises pyrolysis performed under a nitrogen or other inert atmosphere and/or under atmospheric pressure. 6. The method of claim 5 , wherein the highest treatment temperature during pyrolysis is about 500° C. 7. The method of claim 5 , wherein the highest treatment temperature during pyrolysis is about 400° C. 8. The method of claim 5 , wherein the pyrolysis is performed by increasing temperature from room temperature to a highest treatment temperature with a heating rate of about 15° C. per minute. 9. The method of claim 1 , wherein the bio-char has an average particle size of about 75 μm or less. 10. A bio-modifier composition produced by the method of claim 1 . 11. A bio-modifier composition for asphalt comprising bio-char derived from a non-wood biomass, wherein the bio-char has an average particle size of less than about 150 microns. 12. The bio-modifier composition of claim 11 , wherein said bio-char comprises pyrolyzed non-wood biomass. 13. The bio-modifier composition of claim 12 , wherein the pyrolyzed non-wood biomass is pyrolyzed grass. 14. The bio-modifier composition of claim 13 , wherein the pyrolyzed grass is pyrolyzed switchgrass. 15. The bio-modifier composition of claim 11 , wherein the bio-char has an average particle size of less than about 75 microns. 16. The bio-modifier composition of claim 11 , wherein the bio-char has a porous and/or rough surface texture. 17. A method of preparing a modified asphalt composition, the method comprising combining a bio-modifier composition comprising bio-char derived from a non-wood biomass with an asphalt composition. 18. The method of claim 17 , wherein the combining comprises mixing the asphalt composition with the bio-modifier composition to provide a mixture comprising about 20 weight % or less of the bio-modifier. 19. The method of claim 18 , wherein the mixture comprises about 10 weight % or less of the bio-modifier composition. 20. The method of claim 17 , wherein the asphalt composition comprises asphalt binder or asphalt binder and aggregate. 21. A modified asphalt composition produced by combining a bio-modifier composition comprising bio-char derived from a non-wood biomass with an asphalt composition. 22. A modified asphalt composition comprising a bio-modifier composition of claim 11 . 23. The modified asphalt composition of claim 22 , wherein the modified asphalt composition further comprises asphalt binder or asphalt binder and aggregate. 24. The method of claim 7 , wherein the pyrolysis is performed by increasing temperature from room temperature to a highest treatment temperature with a heating rate of about 15° C. per minute. 25. A method for preparing a solid bio-modifier composition for asphalt, the method comprising: providing a non-wood bio-mass material; and treating the non-wood bio-mass material under conditions suitable to produce a solid bio-modifier composition comprising bio-char, wherein the treating comprising pyrolyzing the non-wood biomass under an inert atmosphere and under atmospheric pressure with a highest treatment temperature during pyrolysis of about 400° C. 26. The method of claim 25 , wherein the pyrolysis is performed by increasing the temperature from room temperature to the highest treatment temperature with a heating rate of about 15° C. 27. The method of claim 25 , wherein the bio-char has an average particle size of about 150 μm or less. 28. A bio-modifier composition produced by the method of claim 25 . 29. A modified asphalt composition comprising the bio-modifier composition produced by the method of claim 25 . 30. The modified asphalt composition of claim 29 , further comprising asphalt binder or asphalt binder and aggregate. 31. The modified asphalt composition of claim 29 , wherein the modified asphalt composition comprises about 20 weight % or less of the bio-modifier.
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