Use of inorganic acids with crosslinking agents in polymer modified asphalts
View Patent ↗Asphalt and polymer mixtures treated with an inorganic acid and cross-linked with sulfur and/or other crosslinkers or accelerators gives a polymer modified asphalt with improved high temperature properties. The acid should be added to the asphalt before the crosslinker.
1. A method for preparing asphalt and polymer compositions comprising:
heating an asphalt;
adding an elastomeric polymer comprised of a vinyl aromatic/conjugated diene and mixing to form a mixture;
adding polyphosphoric acid to the asphalt before or after the polymer and mixing to form another mixture;
adding a crosslinker to the mixture after the addition of the acid and mixing to form polymer modified acid (PMA); and
wherein the elastomeric polymer comprises from about 1 to about 20 wt. % of the PMA, and wherein the acid comprises from about 0.05 to about 2 wt. % of a total mixture of the PMA.
2. The method of claim 1 , wherein low shear mixing is used to mix the asphalt after the addition of the acid and/or crosslinker.
3. The method of claim 1 wherein high shear mixing is used during at least a portion of the mixing.
4. The method of claim 1 where the proportion of inorganic acid ranges from about 0.05 to about 1 wt % based on the total mixture.
5. The method of claim 1 where the crosslinker is selected from the group consisting of sulfur, thiurams, dithiocarbamates, sulfur-containing oxazoles, thiazole derivatives, and mixtures thereof.
6. The method of claim 1 where the PMA has an improved high temperature property as compared with an identical PMA absent the polyphosphoric acid, where the property is selected from the group consisting of original dynamic shear rheometer (ODSR) and Rolling Thin Film Oven (RTFO) fail temperatures and combinations thereof.
7. The method of claim 1 further comprising the step of curing the PMA.
8. The method of claim 1 wherein the crosslinker is present in an amount ranging from about 0.01 to about 0.75 wt % of the PMA.
9. The method of claim 1 further comprising adding a metal oxide activator comprised of zinc oxide to the asphalt, wherein the activator is present in an amount ranging from about 0.0005 to about 2.0 wt % of the PMA.
10. The method of claim 9 wherein the PMA is rubber compatible after 24 hours.
11. A method for preparing asphalt and polymer compositions comprising:
heating an asphalt;
adding an elastomeric polymer, wherein said polymer is comprised of a vinyl aromatic/conjugated diene, and mixing to form a mixture;
adding a crosslinker to the mixture and mixing to form another mixture; and
adding polyphosphoric acid to the asphalt after the crosslinker and mixing to form polymer modified asphalt (PMA); and
wherein the elastomeric polymer comprises from about 1 to about 20 wt % of the PMA, and wherein the acid comprises from about 0.05 to about 2 wt % of a total mixture of the PMA.
12. The method of claim 11 further comprising the step of curing the PMA.
13. The method of claim 11 where the crosslinker is selected from the group consisting of sulfur, mercaptobenzothiazoles and metal salts thereof, and mixtures thereof, and wherein the crosslinker is present in an amount ranging from about 0.01 to about 0.75 wt % of the PMA.
14. The method of claim 11 where the PMA has an improved high temperature property as compared with an identical PMA absent the polyphosphoric acid, where the property is selected from the group consisting of original dynamic shear rheometer (ODSR) and Rolling Thin Film Oven (RTFO) fail temperatures fail temperatures and combinations thereof.
15. The method of claim 11 wherein the crosslinker is further comprised of another crosslinker selected from the group consisting of thiurams, dithiocarbamates, sulfur-containing oxazoles, thiazole derivatives, and mixtures thereof, and wherein the crosslinker is present in an amount ranging from about 0.01 to about 0.75 wt % of the total mixture of the PMA.
16. The method of claim 11 wherein high shear mixing is used during at least of portion of the mixings.
17. The method of claim 11 further comprising adding a metal oxide activator to the asphalt comprised of zinc oxide to the asphalt, and wherein the activator is present in an amount ranging from about 0.005 to about 2.0 wt % of the total mixture of the PMA.
18. A polymer modified asphalt (PMA) composition prepared by the method of claim 17 .
19. The PMA of claim 18 where the PMA has an improved high temperature property as compared with an identical PMA absent the inorganic acid, where the property is selected from the group consisting of original dynamic shear rheometer (ODSR) and Rolling Thin Film Oven (RTFO) fail temperatures and combinations thereof.
20. A road made from the PMA of claim 18 and aggregate.
21. A roof sealed with the PMA of claim 18 .
22. A method of sealing a roof with PMA comprising heating the PMA of claim 18 and distributing it over at least a portion of a roof surface.
23. A method of road building comprising combining the PMA of claim 18 with aggregate to form a road paving material, and using the material to form road pavement.
24. The asphalt of claim 11 where the asphalt has an improved high temperature property as compared with an identical asphalt absent the inorganic acid, where the property is selected from the group consisting of original dynamic shear rheometer (ODSR) and Rolling Thin Film Oven (RTFO) fail temperatures and combinations thereof.
25. A method of recycling asphalt comprising physically removing asphalt from a location and reducing the size of the removed asphalt, heating the removed asphalt, adding polyphosphoric acid to the asphalt to form a mixture, adding a crosslinker to the mixture after the acid is added, wherein a Rolling Thin Film Oven (RTFO) Dynamic Shear Rheometer (DSR) Fail Temperature of the recycled asphalt with 0.1 to 0.3 wt % of the polyphosphoric acid was raised 3° C. to 4° C.
26. The method of claim 25 further comprising an elastomeric polymer to the asphalt before or after the acid and using high shear mixing during at least a portion of the time after polymer is added.
27. Asphalt made by the process of claim 25 .
28. The method of claim 6 wherein 0.1 to 0.3 wt % polyphosphoric acid is added, and wherein the Rolling Thin Film Oven (RTFO) Dynamic Shear Rheometer (DSR) Fail Temperature of the polymer modified asphalt is raised 3° C. to 4° C.
29. The method of claim 6 wherein 0.1 wt % of polyphosphoric acid is added, and wherein the Original Dynamic Shear Rheometer (ODSR) Fail temperature is raised by 1.9° C.
30. The method of claim 11 wherein 0.1 to 0.3 wt % polyphosphoric acid is added, and wherein the Rolling Thin Film Oven (RTFO) Dynamic Shear Rheometer (DSR) Fail Temperature of the polymer modified asphalt is raised 3° C. to 4° C.
31. The method of claim 11 wherein 0.1 wt % of polyphosphoric acid is added, and wherein the Original Dynamic Shear Rheometer (ODSR) Fail temperature is raised by 1.9° C.
32. The method of claim 23 wherein 0.1 wt % to 0.3 wt of polyphosphoric acid is added, and wherein the Original Dynamic Shear Rheometer (ODSR) Fail temperature is raised by 2° C. to 3° C.
33. The method of claim 23 wherein 0.1 wt % to 0.3 wt of polyphosphoric acid is added, and wherein the Rolling Thin Film Oven (RTFO) Dynamic Shear Rheometer (DSR) Fail Temperature is improved by about 4° C.
34. A polymer modified asphalt (PMA) composition prepared by the method of claim 1 .
35. The method of claim 1 where the crosslinker is selected from the group consisting of sulfur, mercaptobenzothiazole and metal salts thereof, and mixtures thereof.