Mitigation of corrosion in carbonated concrete based on low-calcium silicate cement
US-2019256415-A1 · Aug 22, 2019 · US
US11618714B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-11618714-B2 |
| Application number | US-202017067149-A |
| Country | US |
| Kind code | B2 |
| Filing date | Oct 9, 2020 |
| Priority date | Oct 9, 2019 |
| Publication date | Apr 4, 2023 |
| Grant date | Apr 4, 2023 |
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A method of producing a carbonated composite material includes: providing a carbonatable cementitious material in particulate form; mixing the carbonatable cementitious material with water to produce a mix; forming a predetermined shape with the mix, wherein the predetermined shape has an initial pore structure containing an initial pore solution having a first pH; pre-conditioning the predetermined shape to remove a predetermined amount of the water from the predetermined shape to produce a pre-conditioned shape; carbonating the pre-conditioned shape in an environment comprising carbon dioxide to produce a modified pore structure containing a modified pore solution having and a second pH, wherein the difference between the first pH and the second pH is represented by a ΔpH, and the ΔpH is 1.0 or less.
Opening claim text (preview).
We claim: 1. A method of producing a carbonated composite material, comprising: providing a carbonatable cementitious material in particulate form; mixing the carbonatable cementitious material with water to produce a mix; forming a predetermined shape with the mix, wherein the predetermined shape has an initial pore structure containing an initial pore solution having a first pH; pre-conditioning the predetermined shape in an environment comprising ambient air or carbon dioxide to remove a predetermined amount of the water from the predetermined shape to produce a pre-conditioned shape; carbonating the pre-conditioned shape in an environment comprising carbon dioxide to produce a modified pore structure containing a modified pore solution having a second pH, wherein the difference between the first pH and the second pH is represented by a ΔpH, and the ΔpH is 1.0 or less. 2. The method of claim 1 , wherein the first pH is 11.5 or greater. 3. The method of claim 1 , wherein the second pH is at least about 9.5 to about 11.5. 4. The method of claim 1 , wherein the carbonation of the pre-conditioned shape forms one or more bonding elements, wherein each bonding element comprises; a core, wherein the core has a first chemical composition that includes one or more chemical elements; a silica-rich first layer at least partially covering a peripheral portion of the core; and a calcium carbonate and/or magnesium carbonate-rich second layer at least partially covering a peripheral portion of the first layer. 5. The method of claim 1 , wherein the predetermined amount of water removed from the predetermined shape during the pre-conditioning is 20 to 70%. 6. The method of claim 5 , wherein the predetermined amount of water removed from the predetermined shape during the pre-conditioning is 40 to 50%. 7. The method of claim 1 , wherein the pre-conditioning is performed in an environment comprising carbon dioxide, and the concentration of carbon dioxide is greater than 0% to 50%. 8. The method of claim 1 , wherein the concentration of carbon dioxide during carbonation of the pre-conditioned shape is 10% to 100%. 9. The method of claim 1 , wherein the concentration of carbon dioxide during carbonation of the pre-conditioned shape is 50% to 99%. 10. The method of claim 1 , further comprising: forming the predetermined shape with the mix by pouring the mix into a mold; and pre-curing the mix while in the mold to at least a hardness sufficient to allow removal of the mold. 11. The method of claim 1 , wherein the mix comprises aggregates. 12. The method of claim 11 , wherein the aggregates have a particle size ranging from 0.25 mm to about 25 mm. 13. The method of claim 11 , wherein the aggregates comprise sand. 14. The method of claim 11 , wherein the aggregates comprise gravel, trap rock or granite stone. 15. The method of claim 13 , wherein the sand is dolomitic. 16. The method of claim 13 , wherein the sand is silica-based. 17. The method of claim 1 , wherein the mix further comprises at least one pH enhancing additive in an amount of about 1% to about 30%, by mass, based on the total amount of cementitious materials. 18. The method of claim 17 , wherein the at least one pH enhancing additive is chosen from: calcium nitrate tetrahydrate, calcium nitrite, NaOH, sodium bicarbonate, ordinary portland cement, sodium silicate, deadburned CaO, deadburned MgO, concrete recycled material (CRM), slag aggregate, and combinations thereof.
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