Methods, systems, and devices for creating a concrete fire feature by pressurizing a mold
US-2025360651-A1 · Nov 27, 2025 · US
US2021284585A1 · US · A1
| Field | Value |
|---|---|
| Publication number | US-2021284585-A1 |
| Application number | US-201916626617-A |
| Country | US |
| Kind code | A1 |
| Filing date | Nov 27, 2019 |
| Priority date | Nov 27, 2019 |
| Publication date | Sep 16, 2021 |
| Grant date | — |
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A method of diffusing CO2 within a concrete mixture that includes mixing a non-recycled aggregate material with a CO2 gas in a pretreatment chamber of a concrete preparation system to form a CO2 adsorbed aggregate material, transferring the CO2 adsorbed aggregate material from the pretreatment chamber into a cement mixing chamber of the concrete preparation system, and mixing the CO2 adsorbed aggregate material with cement and water to form the concrete mixture, where mixing the CO2 adsorbed aggregate material with cement and water releases CO2 from the CO2 adsorbed aggregate material and diffuses CO2 into the concrete mixture to form a carbonated concrete mixture.
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1 . A method of diffusing CO 2 within a concrete mixture, the method comprising: mixing a non-recycled aggregate material with a CO 2 gas in a pretreatment chamber of a concrete preparation system to form a CO 2 adsorbed aggregate material; transferring the CO 2 adsorbed aggregate material from the pretreatment chamber into a cement mixing chamber of the concrete preparation system; and mixing the CO 2 adsorbed aggregate material with cement and water to form the concrete mixture, wherein mixing the CO 2 adsorbed aggregate material with cement and water releases CO 2 from the CO 2 adsorbed aggregate material and diffuses CO 2 into the concrete mixture to form a carbonated concrete mixture. 2 . The method of claim 1 , wherein the carbonated concrete mixture comprises a distribution of carbon that varies by 10% or less throughout the volume of the carbonated concrete mixture. 3 . The method of claim 1 , wherein the carbonated concrete mixture comprises a distribution of carbon that varies by 5% or less throughout the volume of the carbonated concrete mixture. 4 . The method of claim 1 , wherein the non-recycled aggregate material comprises a pozzolan material. 5 . The method of claim 4 , wherein the pozzolan material comprises a peak CO 2 adsorption rate of 6.0×10 −4 moles per second or greater. 6 . The method of claim 4 , wherein the pozzolan material comprises a CO 2 adsorption capacity of 0.4 millimoles per gram or greater. 7 . The method of claim 4 , wherein the pozzolan material comprises a natural pozzolan material. 8 . The method of claim 1 , wherein the concrete preparation system further comprises a CO 2 source coupled to the pretreatment chamber by a CO 2 input pipe. 9 . The method of claim 8 , wherein the concrete preparation system further comprises an upstream flowmeter fluidly coupled to the CO 2 input pipe and configured to measure the flow rate of CO 2 gas entering the pretreatment chamber. 10 . The method of claim 8 , wherein mixing the non-recycled aggregate material with the CO 2 gas in the pretreatment chamber comprises: directing the non-recycled aggregate material into the pretreatment chamber; and directing the CO 2 gas from the CO 2 source into the pretreatment chamber. 11 . The method of claim 8 , wherein the CO 2 gas is directed from the CO 2 source into the pretreatment chamber at a flow rate of from 300 ml/min to 1400 ml/min. 12 . The method of claim 11 , wherein mixing the non-recycled aggregate material with the CO 2 gas in the pretreatment chamber further comprises agitating the non-recycled aggregate material in the pretreatment chamber. 13 . The method of claim 1 , wherein: the concrete preparation system further comprises a cement source coupled to the cement mixing chamber by a cement input pipe and a water source coupled to the cement mixing chamber by a water input pipe; and mixing the CO 2 adsorbed aggregate material with the cement and the water in the cement mixing chamber comprises: directing the cement from the cement source into the cement mixing chamber; and directing the water from the water source into the cement mixing chamber. 14 . The method of claim 1 , wherein the CO 2 adsorbed aggregate material is transferred from the pretreatment chamber into the cement mixing chamber through a chamber connection pipe. 15 . The method of claim 14 , wherein: the concrete preparation system further comprises a downstream flowmeter coupled to the chamber connection pipe; and the downstream flowmeter is configured to measure the flow rate of CO 2 adsorbed aggregate material entering the cement mixing chamber. 16 . A method of diffusing CO 2 within a concrete mixture, the method comprising: mixing a non-recycled aggregate material comprising a pozzolan material with a CO 2 gas in a pretreatment chamber of a concrete preparation system to form a CO 2 adsorbed aggregate material; transferring the CO 2 adsorbed aggregate material from the pretreatment chamber into a cement mixing chamber of the concrete preparation system through a chamber connection pipe; and mixing the CO 2 adsorbed aggregate material with cement and water to form the concrete mixture, wherein mixing the CO 2 adsorbed aggregate material with cement and water releases CO 2 from the CO 2 adsorbed aggregate material and diffuses CO 2 into the concrete mixture to form a carbonated concrete mixture comprising a distribution of carbon that varies by 10% or less throughout the volume of the carbonated concrete mixture. 17 . The method of claim 16 , wherein the pozzolan material comprises a CO 2 adsorption rate of 6.0×10 4 moles per second or greater and a CO 2 adsorption capacity of 0.4 millimoles per gram or greater. 18 . The method of claim 16 , wherein the pozzolan material comprises a natural pozzolan material. 19 . The method of claim 16 , wherein the concrete preparation system further comprises a CO 2 source coupled to the pretreatment chamber by a CO 2 input pipe and wherein mixing the non-recycled aggregate material with the CO 2 gas in the pretreatment chamber comprises: directing the non-recycled aggregate material into the pretreatment chamber; and directing the CO 2 gas from the CO 2 source into the pretreatment chamber. 20 . The method of claim 16 , wherein; the concrete preparation system further comprises a cement source coupled to the cement mixing chamber by a cement input pipe and a water source coupled to the cement mixing chamber by a water input pipe; and mixing the CO 2 adsorbed aggregate material with the cement and the water in the cement mixing chamber comprises: directing the cement from the cement source into the cement mixing chamber; and directing the water from the water source into the cement mixing chamber.
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