Mitigation of corrosion in carbonated concrete based on low-calcium silicate cement
US-2019256415-A1 · Aug 22, 2019 · US
US12552710B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-12552710-B2 |
| Application number | US-202017631408-A |
| Country | US |
| Kind code | B2 |
| Filing date | Jul 31, 2020 |
| Priority date | Aug 1, 2019 |
| Publication date | Feb 17, 2026 |
| Grant date | Feb 17, 2026 |
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Methods of preparing a cementitious structure for carbon dioxide (CO 2 ) sequestration are provided. The cementitious structure may be a cast in a mold. First, a cementitious composite material comprising binder and water is conditioned, for example, in a mold by exposing the cementitious composite material to ≥about 50% to ≤about 80% relative humidity for ≥about 3 hours to ≤about 24 hours. The cementitious composite material is then dried to remove ≥about 10% by weight of initial water in the cementitious composite material. The cementitious structure formed is capable of a carbon dioxide uptake level of greater than or equal to about 6% by weight binder. The cementitious structure has a tensile strain capacity of ≥about 1% and a uniaxial tensile strength of ≥about 1 MPa. The method may also include carbonating the cementitious structure, following by an optional further hydration process.
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What is claimed is: 1 . A method of preparing a cementitious structure for carbon dioxide sequestration, the method comprising: conditioning a cementitious composite material comprising a binder and water by exposing the cementitious composite material to greater than or equal to about 50% relative humidity to less than or equal to about 80% relative humidity at a temperature of less than or equal to about 25° C. for a duration of greater than or equal to about 3 hours to less than or equal to about 4 hours, wherein the binder comprises a Type C fly ash and a Type F fly ash, wherein the Type C fly ash and the Type F fly ash are cumulatively present at greater than or equal to about 60% by weight of the cementitious composite material and the cementitious composite material is free of Portland cement; and drying the cementitious composite material to remove at least greater than or equal to about 20% by weight of initial water in the cementitious composite material to form the cementitious structure capable of a carbon dioxide (CO 2 ) uptake level of greater than or equal to about 6% by weight binder, wherein the cementitious structure has a tensile strain capacity of greater than or equal to about 1% and a uniaxial tensile strength of greater than or equal to about 1 MPa. 2 . The method of claim 1 , further comprising carbonating the cementitious structure after the drying. 3 . The method of claim 2 , further comprising exposing the cast cementitious structure to water for rehydration after the carbonating. 4 . The method of claim 1 , wherein the conditioning occurs at ambient temperatures and the temperature is greater than or equal to about 21°° C. to less than or equal to about 25° C. 5 . The method of claim 1 , wherein greater than or equal to about 20% to less than or equal to about 40% of an initial amount of water present in the cementitious composite material is removed from the cementitious composite material after the drying. 6 . The method of claim 1 , wherein greater than or equal to about 20% to less than or equal to about 60% of an initial amount of water present in the cementitious composite material is removed from the cementitious composite material after the drying. 7 . The method of claim 1 , wherein the cementitious composite material further comprises at least one aggregate and at least one polymeric fiber. 8 . The method of claim 1 , wherein the drying is conducted for greater than or equal to about 2 hours to less than or equal to 6 hours. 9 . The method of claim 1 , wherein the tensile strain capacity is greater than or equal to about 2% and the uniaxial tensile strength is greater than or equal to about 2 MPa.
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