Methods of forming an asphalt shingle waste powder from asphalt shingle waste
Non-limiting embodiments of the present disclosure relate to a method comprising: obtaining asphalt shingle waste (ASW) and performing grinding, screening, and separating steps on the ASW. In some embodiments, granules are removed from the ASW. In some embodiments, the method transforms ASW into ASW powder. In some embodiments, the ASW powder is formed into a plurality of briquettes. In some embodiments, at least one of: the ASW powder, the plurality of briquettes, or any combination thereof is fed into a mixing process that results in an ASW powder filled coating.
1. A method comprising:
obtaining asphalt shingle waste (ASW);
wherein the ASW comprises:
asphalt,
limestone powder,
granules, and
impurities; and
performing sufficient grinding steps and screening steps on the ASW to result in ASW powder;
wherein the ASW powder has an average particle size of 2 microns to 425 microns, and wherein the ASW powder comprises:
5 wt % to 40 wt % asphalt based on a total weight of the ASW powder, and
60 wt % to 95 wt % limestone powder, granules, and impurities based on the total weight of the ASW powder.
2. The method of claim 1 , wherein the sufficient grinding steps and screening steps comprise:
grinding the ASW to form ground ASW; and
screening the ground ASW.
3. The method of claim 2 , wherein the step of screening the ground ASW results in:
a first set of ASW particles,
wherein the first set of ASW particles has an average particle size of 425 microns to 6350 microns, and
a second set of ASW particles,
wherein the second set of ASW particles comprises the ASW powder having the average particle size of 2 microns to 425 microns.
4. The method of claim 3 , wherein the step of grinding the ASW to form ground ASW comprises a first grinding step and a second grinding step,
wherein the first grinding step is the step of grinding the ASW to form ground ASW;
wherein the second grinding step comprises grinding the first set of ASW particles resulting from the step of screening the ground ASW;
wherein grinding the first set of ASW particles results in a third set of ASW particles, wherein the third set of ASW particles comprises additional ASW powder having an average particle size of 2 microns to 425 microns.
5. The method of claim 4 , wherein the first grinding step is a chopping step.
6. The method of claim 4 , wherein the second grinding step is a milling step.
7. The method of claim 3 , wherein the method further comprises deagglomerating the ground ASW using a lump breaker.
8. The method of claim 1 , wherein the method further comprises forming the ASW powder into a plurality of briquettes.
9. The method of claim 8 , wherein the step of forming the ASW powder into the plurality of briquettes comprises adding limestone powder to the ASW powder.
10. The method of claim 8 wherein the step of forming the ASW powder into the plurality of briquettes comprises compressing the ASW powder at a pressure sufficient to form the plurality of briquettes.
11. The method of claim 10 , wherein the pressure sufficient to form the plurality of briquettes is a pressure of 200 psi to 20,000 psi.
12. A method comprising:
obtaining asphalt shingle waste (ASW);
wherein the ASW comprises:
asphalt, and
limestone powder, granules, or impurities; and
performing sufficient grinding steps and screening steps on the ASW to result in an asphalt-containing (AC) material;
wherein the AC material has an average particle size of 425 microns or greater.
13. The method of claim 12 , wherein the sufficient grinding steps and screening steps comprise:
grinding the ASW to form ground ASW; and
screening the ground ASW.
14. The method of claim 12 , wherein the AC material has an average particle size of 425 microns to 6350 microns.
15. A method comprising:
obtaining an asphalt-containing (AC) material;
wherein the AC material has an average particle size of 425 microns or greater;
feeding a sufficient amount of the AC material and a sufficient amount of an asphalt coating into at least one first mixer to form a mixture of the AC material and the asphalt coating;
heating the mixture of the AC material and the asphalt coating to form a heated mixture;
conveying the heated mixture of the AC material and the asphalt coating to at least one second mixer; and
mixing a sufficient amount of at least one filler material with the heated mixture in the at least one second mixer to obtain an AC material filled coating.
16. The method of claim 15 , wherein the mixture of the AC material and the asphalt coating has the following composition:
0.1 wt % to 50 wt % of the AC material based on a total weight of the mixture, and
50 wt % to 99.9 wt % of the asphalt coating based on the total weight of the mixture.
17. The method of claim 15 , wherein the AC material filled coating has the following composition:
30 wt % to 50 wt % asphalt based on a total weight of the AC material filled coating, and
50 wt % to 70 wt % of limestone, granules, or impurities based on the total weight of the AC material filled coating.
18. The method of claim 15 , wherein the heated mixture has a temperature in a range of 400° F. to 500° F.
19. The method of claim 15 , wherein the AC material has a particle size of 425 microns to 6350 microns.
20. The method of claim 15 , wherein the AC material has an average particle size of 425 microns to 750 microns.
21. The method of claim 15 , further comprising:
prior to the step of obtaining the AC material, obtaining asphalt shingle waste (ASW); and
removing 20% to 95% of granules from the asphalt shingle waste to obtain the AC material.