Refractory lining design for magnetic separation
US-2024416360-A1 · Dec 19, 2024 · US
US2021284574A1 · US · A1
| Field | Value |
|---|---|
| Publication number | US-2021284574-A1 |
| Application number | US-201816604780-A |
| Country | US |
| Kind code | A1 |
| Filing date | Apr 12, 2018 |
| Priority date | Apr 12, 2017 |
| Publication date | Sep 16, 2021 |
| Grant date | — |
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Described herein is a rejuvenated asphalt and a method of rejuvenating asphalt comprising mixing a rejuvenator, bitumen, and aggregate to obtain an asphalt mixture, wherein the rejuvenator is present in an amount ranging from about 0.1-40 wt % by weight of the bitumen, and wherein at least 35 wt % of the bitumen is derived from recycled asphalt content. The rejuvenated asphalt provides desirable performance.
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1 .- 5 . (canceled) 6 . A method, comprising: mixing a rejuvenator, bitumen, and aggregate to obtain an asphalt mixture, wherein the rejuvenator comprises 0.1-40 wt % by weight of the bitumen, wherein at least 35 wt % of the bitumen is derived from recycled asphalt content; and wherein the asphalt mixture achieves a mixture Tg of 0° C. or lower, more preferably −5° C. or lower, more preferably −10° C. or lower, more preferably −15° C. or lower, more preferably −20° C. or lower, and more preferably −25° C. or lower. 7 . The method of claim 6 wherein the rejuvenator is a polymerized oil. 8 . The method of claim 7 , wherein the polymerized oil is derived from a biorenewable oil source. 9 . The method of claim 7 , wherein the polymerized oil is polymerized using a sulfurization technique. 10 .- 11 . (canceled) 12 . The method of claim 6 , wherein the recycled asphalt content has been recycled more than once. 13 .- 19 . (canceled) 20 . The method of claim 6 , wherein 100 wt % of bitumen is derived from recycled asphalt content. 21 . The method of claim 6 , wherein the recycled asphalt content is either recycled asphalt pavement or recycled asphalt shingles or asphalt resulting from a solvent de-asphalting process. 22 .- 24 . (canceled) 25 . The method of claim 6 , wherein the recycled asphalt content comes from pavement treated with warm mix, antistrip, emulsifier, and/or wax additives. 26 .- 28 . (canceled) 29 . Use of the asphalt mixture made in accordance with claim 6 for roofing applications. 30 . A rejuvenated asphalt, comprising: a rejuvenator, bitumen, and aggregate, wherein the rejuvenator is present in an amount ranging from about 0.1-40 wt % by weight of the bitumen, wherein at least 35 wt % of the bitumen is derived from recycled asphalt content. 31 . The asphalt of claim 30 , wherein the rejuvenator is a polymerized oil. 32 .- 42 . (canceled) 43 . The asphalt of claim 30 , wherein 100 wt % of bitumen is derived from recycled asphalt content. 44 .- 46 . (canceled) 47 . The asphalt of claim 30 , wherein the rejuvenator has an increase in 60° C. viscosity increase of 300% or less after aging at 100° C. in the Pressure Aging Vassal for 20 hrs at 2.1 MPa air pressure, compared to the unaged rejuvenator. 48 . The asphalt of claim 30 , wherein the rejuvenator replenishes the resin fraction and has an oxidation induction time of 15 minutes or longer at 130° C. 49 . The asphalt of claim 30 , wherein the rejuvenator replenishes the resin fraction and has an increase in 60° C. viscosity increase of 300% or less after aging at 100° C. in the Pressure Aging Vassal for 20 hrs at 2.1 MPa air pressure, compared to the unaged rejuvenator. 50 . The asphalt of claim 30 , wherein the rejuvenator has a Hildebrandt solubility parameter of about 6 to about 12 and has an oxidation induction time of 15 minutes or longer at 130° C. 51 . The asphalt of claim 30 , wherein the rejuvenator has a Hildebrandt solubility parameter of about 6 to about 12 and has an increase in 60° C. viscosity increase of 300% or less after aging at 100° C. in the Pressure Aging Vassal for 20 hrs at 2.1 MPa air pressure, compared to the unaged rejuvenator. 52 . The asphalt of claim 30 , wherein the rejuvenator consists of a polymerized oil and replenishes the resin fraction and has an oxidation induction time of 15 minutes or longer at 130° C. 53 . The asphalt of claim 30 , wherein the rejuvenator consists of a polymerized oil and replenishes the resin fraction and has an increase in 60° C. viscosity increase of 300% or less after aging at 100° C. in the Pressure Aging Vassal for 20 hrs at 2.1 MPa air pressure, compared to the unaged rejuvenator. 54 . The asphalt of claim 30 , wherein the rejuvenator consists of a polymerized oil and has a Hildebrandt solubility parameter of about 6 to about 12 and has an oxidation induction time of 15 minutes or longer at 130° C. 55 . The asphalt of claim 30 , wherein the rejuvenator consists of a polymerized oil and has a Hildebrandt solubility parameter of about 6 to about 12 and has an increase in 60° C. viscosity increase of 300% or less after aging at 100° C. in the Pressure Aging Vassal for 20 hrs at 2.1 MPa air pressure, compared to the unaged rejuvenator.
Recycled or waste materials, e.g. reclaimed bitumen, asphalt, roads or pathways, recycled roof coverings or shingles, recycled aggregate, recycled tires, crumb rubber, glass or cullet, fly or fuel ash, or slag · CPC title
Asphalt produced above 140°C, e.g. hot melt asphalt · CPC title
Compositions of bituminous materials, e.g. asphalt, tar, pitch · CPC title
Compositions of oils, fats or waxes; Compositions of derivatives thereof · CPC title
Bituminous materials, e.g. tar, pitch {(C08L95/00 takes precedence)} · CPC title
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