Granted Patent B2

US 12,186,938 · App. 18/203,599 · Granted Jan 7, 2025

Inventors: George Sean Monkman (Halifax, CA); Mark MacDonald (Sackville, CA); Dean Paul Forgeron (Hacketts Cove, CA)

Assignee: CARBONCURE TECHNOLOGIES INC.

B28C5/003B28C5/00B28C5/42B28C7/02B28C7/024B28C7/12C02F1/5209C02F1/5236C02F1/66C04B22/0046C04B28/04C04B28/08C04B40/02C04B40/029C02F2103/12

Abstract

Claims (20)

1. A method of preparing a concrete mix comprising

(i) adding concrete materials to a mixer;

(ii) adding mix water to the mixer, wherein the mix water comprises carbonated concrete wash water, wherein the carbonated wash water is produced by exposing concrete wash water to carbon dioxide while moving the wash water to prevent settling of solids; and

(iii) mixing the water and the concrete materials to produce a concrete mix.

2. The method of claim 1 wherein the carbonated concrete wash water comprises at least 10% of the total mix water.

3. The method of claim 1 wherein the carbonated concrete wash water has a density of at least 1.10 g/cm 3 .

4. The method of claim 1 wherein the carbonated concrete wash water has been held for at least 1 day.

5. The method of claim 1 wherein the carbonated concrete wash water has been held for at least 3 days.

6. The method of claim 1 wherein the concrete mix is sufficiently workable for its intended use, and the carbonated wash water is of an age that the same mix made with the wash water of the same age in the same proportions would not be sufficiently workable for its intended use.

7. The method of claim 1 wherein the mix water comprises carbonated wash water in an amount that results in a concrete mix that is at least 5% stronger, as measured by compressive strength, at a time after pouring than the same concrete mix made without carbonated wash water.

8. The method of claim 7 wherein the time after pouring is 1 day, 7 days, 28 days, or any combination thereof.

9. The method of claim 1 wherein the mix water comprises carbonated wash water in an amount that allows the concrete mix to contain at least 5% less cement than, and retain a compressive strength after pouring of within 5% of, the same concrete mix made without carbonated wash water and with the extra 5% cement.

10. The method of claim 1 wherein the concrete wash water is moved to prevent settling of solids by agitation, circulation, or a combination thereof.

11. The method of claim 10 wherein the wash water is moved to prevent settling of solids by circulation.

12. The method of claim 11 wherein the wash water is circulated in a loop operably connected to a holding tank for the wash water.

13. The method of claim 1 wherein the carbonated wash water comprises 1-20% carbon dioxide by weight cement (bwc).

14. The method of claim 1 wherein the carbonated wash water comprises 1-10% carbon dioxide bwc.

15. The method of claim 1 wherein the carbonated wash water comprises carbonate reaction products comprising nano-structured material.

16. The method of claim 15 wherein the nano-structured material is a solid product of reaction of a wash water component with carbon dioxide, whose longest dimension is no more than 300 nm.

17. The method of claim 15 wherein the nano-structured material is a solid product of reaction of a wash water component with carbon dioxide, whose longest dimension is no more than 100 nm.

Assignments (3)

Continuity (4)

References Cited (400)