Rejuvenation of vacuum tower bottoms through bio-derived materials
US-10961395-B2 · Mar 30, 2021 · US
US11370918B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-11370918-B2 |
| Application number | US-202016751520-A |
| Country | US |
| Kind code | B2 |
| Filing date | Jan 24, 2020 |
| Priority date | Aug 30, 2016 |
| Publication date | Jun 28, 2022 |
| Grant date | Jun 28, 2022 |
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The present invention relates to relates to a method of producing an improved asphalt. This method includes providing an asphalt binder and providing a compound of formula (I):as described herein. The asphalt binder is mixed with the compound of formula (I) under conditions effective to produce an improved asphalt. Also disclosed are an asphalt product and a method of making asphalt material.
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What is claimed: 1. An asphalt product comprising: an asphalt binder and a compound of formula (I): wherein: each A is selected independently at each occurrence thereof from the group consisting of and wherein at least one A is n=1-12; each represents the point of attachment to a —CH 2 — group; R is selected from the group consisting of C 3 -C 23 alkyl and benzyl, wherein the C 3 -C 23 alkyl can be optionally substituted with an aryl, heteroaryl, or heterocyclyl; R 1 and R 2 are independently selected from the group consisting of H, C 1 -C 23 alkyl and benzyl, wherein the C 1 -C 23 alkyl can be optionally substituted with an aryl, heteroaryl, or heterocyclyl; and a mineral aggregate. 2. An asphalt product comprising: an asphalt binder and a compound of formula (I): wherein: each A is selected independently at each occurrence thereof from the group consisting of and wherein at least one A is n=1-12; each represents the point of attachment to a —CH 2 — group; R is selected from the group consisting of C 3 -C 23 alkyl and benzyl, wherein the C 3 -C 23 alkyl can be optionally substituted with an aryl, heteroaryl, or heterocyclyl; R 1 and R 2 are independently selected from the group consisting of H, C 1 -C 23 alkyl and benzyl, wherein the C 1 -C 23 alkyl can be optionally substituted with an aryl, heteroaryl, or heterocyclyl, fiberglass, and a mineral aggregate. 3. A recycled asphalt pavement aggregate, wherein the improvement comprises an asphalt product comprising: an asphalt binder and a compound of formula (I): wherein: each A is selected independently at each occurrence thereof from the group consisting of and wherein at least one A is n=1-12; each represents the point of attachment to a —CH 2 — group; R is selected from the group consisting of C 3 -C 23 alkyl and benzyl, wherein the C 3 -C 23 alkyl can be optionally substituted with an aryl, heteroaryl, or heterocyclyl; R 1 and R 2 are independently selected from the group consisting of H, C 1 -C 23 alkyl and benzyl, wherein the C 1 -C 23 alkyl can be optionally substituted with an aryl, heteroaryl, or heterocyclyl. 4. A method of making an asphalt material comprising the steps of: (a) providing an improved asphalt product comprising: an asphalt binder and a compound of formula (I): wherein: each A is selected independently at each occurrence thereof from the group consisting of and wherein at least one A is n=1-12; each represents the point of attachment to a —CH 2 — group; R is selected from the group consisting of C 3 -C 23 alkyl and benzyl, wherein the C 3 -C 23 alkyl can be optionally substituted with an aryl, heteroaryl, or heterocyclyl; R 1 and R 2 are independently selected from the group consisting of H, C 1 -C 23 alkyl and benzyl, wherein the C 1 -C 23 alkyl can be optionally substituted with an aryl, heteroaryl, or heterocyclyl, mixed with the asphalt binder, wherein the improved asphalt product has a complex shear modulus reduction of between 67% to 96% compared to that produced when the improved asphalt material is prepared in the absence of the compound of formula (I); (b) mixing the improved asphalt product with a mineral aggregate to coat the mineral aggregate and produce a heated paving material which has a dynamic modulus reduction compared to that produced when the improved asphalt material is prepared in the absence of the compound of formula (I); (c) applying the heated paving material to a surface to be paved to form an applied paving material, and (d) compacting the applied paving material, to a void fraction of less than 8% to form a paved surface. 5. The method of claim 4 , wherein the compound of formula (I) is the compound of formulae (Ia)-(Ik): 6. The method of claim 4 , wherein the compound of formula (I) is selected from the group consisting of epoxidized benzyl soyate and epoxidized isoamyl soyate. 7. The method of claim 4 , wherein the improved asphalt product produced in step (a) has a high temperature performance grade measured at a temperature between about −28° C. to 116° C., wherein the high temperature performance grade of the improved asphalt product is achieved at a temperature, which is reduced by 3° C. to 90° C. compared to that produced by an improved asphalt product prepared in the absence of the compound of formula (I). 8. The method of claim 4 , wherein the improved asphalt product produced in step (a) has a low temperature performance grade measured at a temperature between about −16° C. to −40° C., wherein the low temperature performance grade of the improved asphalt product is achieved at a temperature, which is reduced by 3° C. to 60° C. compared to that produced by an improved asphalt product prepared in the absence of the compound of formula (I). 9. The method of claim 4 , wherein the asphalt binder is selected from the group consisting of unaged asphalt binder, aged asphalt binder from recycled asphalt pavement, vacuum tower distillation bottom binder, aged asphalt binder from recycled asphalt shingles, de-asphalting bottoms, residuum oil supercritical extraction unit bottoms, and mixtures thereof. 10. The method of claim 4 , wherein the mineral aggregate is selected from the group consisting of sand, gravel, limestone, quartzite, granite, crushed stone, recycled asphalt pavement (RAP), recycled asphalt shingles (RAS), and combinations thereof. 11. The asphalt material product of the method of claim 4 . 12. The method of claim 4 , wherein the mixing is carried out in a high speed shear mill at 100° C. to 150° C. and shear speeds at
Asphalt produced between 0°C and below 65°C, e.g. cold mix asphalt produced between 0°C and 35°C · CPC title
Asphalt produced between 100°C and 140°C, e.g. warm mix asphalt · CPC title
of plastics; {of asphalt;} of fibrous materials · CPC title
with rubber or synthetic resin, e.g. with rubber aggregate, with synthetic resin binder (for thin overlays or surface dressings E01C7/35) · CPC title
using a polymer as a carrier · CPC title
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