Method for predetermined temperature profile controlled concrete curing container and apparatus for same
US-10640425-B2 · May 5, 2020 · US
US11492297B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-11492297-B2 |
| Application number | US-201916580710-A |
| Country | US |
| Kind code | B2 |
| Filing date | Sep 24, 2019 |
| Priority date | Jun 3, 2019 |
| Publication date | Nov 8, 2022 |
| Grant date | Nov 8, 2022 |
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A method for forming cement-based cementitious material includes: pouring a cement paste into a mold; applying an electrical current to the cement paste to perform an electro-osmotic reaction; and transferring the reacted cement paste into a water tank for curing, thereby obtaining a functionally graded cement-based cementitious material. A pair of electrodes is placed in the mold and connected to an external power source. The compressive strength of the functionally graded cement-based cementitious material in the middle is lower than that at either of both ends.
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What is claimed is: 1. A method for forming cement-based cementitious material, comprising: pouring a cement paste into a mold, wherein a pair of electrodes is disposed in the mold, and the pair of electrodes is connected to an external power source; applying an electrical current to the cement paste between the pair of electrodes to perform an electro-osmotic reaction, wherein the electrical current is applied for 2 to 14 hours and wherein the electrical current is between 0.01 A and 0.2 A; and transferring the reacted cement paste into a water tank for curing, thereby obtaining a functionally graded cement-based cementitious material, wherein a compressive strength in a middle of the functionally graded cement-based cementitious material is lower than that at both ends, and wherein the functionally graded cement-based cementitious material has a ratio of calcium hydroxide (Ca(OH) 2 ) to silica (SiO 2 ) at both ends being higher than that in the middle. 2. The method as claimed in claim 1 , wherein a water-to-cement ratio of the cement paste is between 0.6 and 0.8. 3. The method as claimed in claim 1 , wherein the cement paste further comprises an aggregate. 4. The method as claimed in claim 3 , wherein a size of the aggregate is between 150 μm and 75 mm. 5. The method as claimed in claim 1 , wherein the application of the electrical current to the cement paste is performed immediately after pouring the cement paste into the mold. 6. The method as claimed in claim 1 , wherein the application of the electrical current to the cement paste is performed after pouring the cement paste into the mold and resting for 1 minute or more. 7. The method as claimed in claim 1 , wherein the pair of the electrodes is metal or metal alloy. 8. The method as claimed in claim 7 , wherein the metal or metal alloy comprises titanium (Ti), or platinum (Pt). 9. The method as claimed in claim 1 , wherein the curing is performed for 3 to 28 days. 10. The method as claimed in claim 1 , wherein a length of the mold is between 250 and 550 mm. 11. The method as claimed in claim 1 , wherein the cement paste further comprises a pozzolanic material. 12. The method as claimed in claim 1 , wherein the pair of the electrodes is non-metal. 13. The method as claimed in claim 1 , wherein the functionally graded cement-based cementitious material has the compressive strength in its entirety is higher than 210 kgf/cm 2 . 14. The method as claimed in claim 1 , wherein the functionally graded cement-based cementitious material has a length between 200 and 500 mm. 15. The method as claimed in claim 1 , wherein the functionally graded cement-based cementitious material has a ratio of calcium hydroxide (Ca(OH) 2 ) to tricalcium silicate (3CaO.SiO 2 ) and dicalcium silicate (2CaO.SiO 2 ) at either of both ends being higher than that in the middle. 16. The method as claimed in claim 1 , wherein the functionally graded cement-based cementitious material has an amorphous ratio at either of both ends being higher than that in the middle. 17. The method as claimed in claim 1 , wherein the cement paste comprises a Portland cement. 18. The method as claimed in claim 1 , wherein the electrical current is a direct electrical current.
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