Cement composition comprising biochar
US-2024425410-A1 · Dec 26, 2024 · US
US2018290926A1 · US · A1
| Field | Value |
|---|---|
| Publication number | US-2018290926-A1 |
| Application number | US-201615573999-A |
| Country | US |
| Kind code | A1 |
| Filing date | May 12, 2016 |
| Priority date | May 15, 2015 |
| Publication date | Oct 11, 2018 |
| Grant date | — |
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A concrete composition having, in a mixture with water, a hydraulic binder, sand, aggregates, an expanding agent and a shrinkage reducing admixture, wherein the expanding agent is calcium oxide having a low reactivity such that the concrete casted using the composition does not expand by more than 0.05 vol. % during the first 10 days, preferably not expanding more than 0.05 vol. % during the first 7 days, after having been cast.
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1 . A concrete composition that is (a) a concrete composition comprising, in a mixture with water, a hydraulic binder, sand, aggregates, an expanding agent and a shrinkage reducing admixture, wherein the expanding agent is calcium oxide having a low reactivity such that the concrete does not expand by more than 0.05 vol. %-0.05 vol. %, during the first 10 days, after having been casted; or (b) a concrete composition comprising, in a mixture with water, a hydraulic binder, sand, aggregates, an expanding agent and a shrinkage reducing admixture, wherein the expanding agent is calcium oxide having a low reactivity such that the concrete does not expand by more than 0.05 vol. %, during the first 7 days, after having been casted. 2 . The concrete composition according to claim 1 , wherein the calcium oxide has a particle size distribution characterized by a residue of at least 6 wt. on a 45 μm mesh sieve. 3 . The concrete composition according to claim 1 , wherein the calcium oxide has a reactivity that is characterized by a conductivity of <11 mS/cm when dissolved in water. 4 . The concrete composition according to claim 1 , wherein the calcium oxide has a reactivity that is characterized by an average temperature increase of <0.5° C./min during the first 15 minutes after the addition of the calcium oxide into water. 5 . The concrete composition according to claim 1 , wherein the calcium oxide has a reactivity that is characterized by a temperature increase of <10° C. during the first 5 minutes after the addition of the calcium oxide into water. 6 . The concrete composition according to claim 1 , wherein the hydraulic binder comprises ordinary Portland cement and optionally supplementary cementitious material. 7 . The concrete composition according to claim 1 , wherein the shrinkage reducing admixture is an organic admixture. 8 . The concrete composition according to claim 1 , wherein the mixture further comprises a water reducing agent in an amount of 20-60 ml/100 kg hydraulic binder. 9 . The concrete composition according to claim 1 , wherein the volume change of the concrete is between +0.01 and −0.01 vol. % after 365 days after having been casted. 10 . The concrete composition according to claim 1 , wherein the concrete composition is formulated with amounts of expanding agent and shrinkage reducing admixture so that the volume change of the concrete is between +0.010 and −0.01 vol. % after 365 days after having been casted. 11 . The concrete composition according to claim 1 , wherein the concrete composition contains the expanding agent in an amount of 2-6 wt. % of the hydraulic binder. 12 . The concrete composition according to claim 1 , wherein the concrete composition contains the shrinkage reducing admixture in an amount of 1-2 wt. % of the hydraulic binder. 13 . The concrete composition according to claim 1 , wherein the concrete composition has a water/binder ratio is 0.15-0.50. 14 . The concrete composition according to claim 1 , wherein the hydraulic binder is present in an amount of 280-700 kg per cubic meter of concrete. 15 . A hydraulic binder composition for producing a very low-shrinkage concrete, comprising ordinary Portland cement, optionally a supplementary cementitious material and an expanding agent, wherein the expanding agent is calcium oxide, the calcium oxide has a particle size distribution characterized by a residue of at least 6 wt. % on a 45 μm mesh sieve, and/or the calcium oxide has a reactivity that is characterized by a conductivity of <11 mS/cm when dissolved in water, and/or the calcium oxide has a reactivity that is characterized by an average temperature increase of <0.5° C./min during the first 15 minutes after the addition of the calcium oxide into water, and/or the calcium oxide has a reactivity that is characterized by a temperature increase of <10° C. during the first 5 minutes after the addition of the calcium oxide into water. 16 . The hydraulic binder according to claim 15 , further comprising a shrinkage reducing admixture in powder form. 17 - 22 . (canceled) 23 . A construction element comprising concrete concrete produced obtained from a concrete composition according to claim 1 . 24 . The concrete composition according to claim 1 , wherein when the concrete composition is (a) the expanding agent is calcium oxide having a low reactivity such that the concrete does not expand by more than 0.03 vol. % during the first 10 days; or when the concrete composition is (b) the expanding agent is calcium oxide having a low reactivity such that the concrete does not expand by more than 0.03 vol. % during the first 7 days. 25 . The concrete composition according to claim 6 , wherein the optionally supplementary cementitious material comprises granulated blast furnace slag, fly ash, pozzolans or mixtures thereof. 27 . The concrete composition according to claim 7 , wherein the shrinkage reducing admixture is an organic admixture-based on polypropylene glycol, polyethylene glycol and/or a glycol ether derivative, optionally in a liquid mixture with surfactants.
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