Three-Dimensional (3D) Printed Mortar and Preparation Method Therefor, and 3D Printing Method for Mortar
US-2024190039-A1 · Jun 13, 2024 · US
US10023498B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-10023498-B2 |
| Application number | US-201415505268-A |
| Country | US |
| Kind code | B2 |
| Filing date | Oct 16, 2014 |
| Priority date | Oct 16, 2014 |
| Publication date | Jul 17, 2018 |
| Grant date | Jul 17, 2018 |
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Compositions and methods for terminating water flow in a subterranean formation are described. The compositions include a calcium aluminate cement, a Portland cement, a non-aqueous carrier fluid, and a polyphosphate. The cement compositions, upon making contact with water, form a viscous gel that sets into a hardened mass with extraordinary compressive strengths in a short period of time.
Opening claim text (preview).
What is claimed is: 1. A settable cement composition consisting essentially of: a calcium aluminate cement; a Portland cement; a non-aqueous carrier fluid; and a polyphosphate. 2. The settable cement composition of claim 1 , wherein the calcium aluminate cement is present in a range of about 25 to 75 percent by weight of the composition, the Portland cement is present in a range of about 0.1 to 10 percent by weight of the composition, the non-aqueous carrier fluid is present in a range of about 25 to 75 percent by weight of the composition, or the polyphosphate is present in a range of about 1 to 20 percent by weight of the composition, or any combination thereof. 3. The settable cement composition of claim 1 , wherein the non-aqueous carrier fluid comprises a hydrocarbon fluid. 4. The settable cement composition of claim 3 , wherein the hydrocarbon fluid comprises diesel oil. 5. The settable cement composition of claim 1 , wherein the polyphosphate is selected from sodium hexametaphosphate, tripolyphosphate, orthophosphate, sodium hydrogen phosphate, and sodium dihydrogen phosphate. 6. A cured cement composition having a compressive strength greater than about 200 psi comprising the settable cement composition of claim 1 , after curing at ambient temperature and pressure for about 30 minutes. 7. A cured cement composition having a compressive strength greater than about 2000 psi comprising the settable cement composition of claim 1 , after curing at ambient temperature and pressure for about 24 hours. 8. A settable cement composition consisting essentially of: a calcium aluminate cement; sodium hexametaphosphate; a Portland cement; and diesel oil. 9. The settable cement composition of claim 8 , wherein the calcium aluminate cement is present in a range of about 25 to 75 percent by weight of the composition, the sodium hexametaphosphate is present in a range of about 1 to 20 percent by weight of the composition, the Portland cement is present in a range of about 0.1 to 10 percent by weight of the composition, or the diesel oil is present in a range of about 25 to 75 percent by weight of the composition, or any combination thereof. 10. A method of terminating water flow in a subterranean formation comprising: preparing a cement composition consisting essentially of a calcium aluminate cement, a polyphosphate, a Portland cement, and a non-aqueous carrier fluid; introducing the cement composition into the subterranean formation; and contacting the cement composition with an aqueous fluid to initiate an immediate gelation of the cement composition. 11. The method of claim 10 , wherein the calcium aluminate cement is present in a range of about 25 to 75 percent by weight of the composition, the Portland cement is present in a range of about 0.1 to 10 percent by weight of the composition, the non-aqueous carrier fluid is present in a range of about 25 to 75 percent by weight of the composition, or the polyphosphate is present in a range of about 1 to 20 percent by weight of the composition, or any combination thereof. 12. The method of claim 10 , further comprising curing the cement composition at ambient temperature and pressure for about 30 minutes to provide a cured cement composition having a compressive strength greater than about 200 psi. 13. The method of claim 10 , further comprising curing the cement composition at ambient temperature and pressure for about 24 hours to provide a cured cement composition having a compressive strength greater than about 2000 psi. 14. A cured cement composition having a compressive strength greater than about 100 psi comprising the settable cement composition of claim 1 , after curing at ambient temperature and pressure for about 30 minutes to one hour. 15. A cured cement composition having a compressive strength greater than about 500 psi comprising the settable cement composition of claim 1 , after curing at ambient temperature and pressure for about 24 to 48 hours. 16. A cured cement composition having a compressive strength greater than about 1000 psi comprising the settable cement composition of claim 1 , after curing at ambient temperature and pressure for about 7 days. 17. A cured cement composition having a compressive strength greater than about 200 psi comprising the settable cement composition of claim 8 , after curing at ambient temperature and pressure for about 30 minutes. 18. A cured cement composition having a compressive strength greater than about 2000 psi comprising the settable cement composition of claim 8 , after curing at ambient temperature and pressure for about 24 hours. 19. A cured cement composition having a compressive strength greater than about 500 psi comprising the settable cement composition of claim 8 , after curing at ambient temperature and pressure for about 24 to 48 hours. 20. A cured cement composition having a compressive strength greater than about 1000 psi comprising the settable cement composition of claim 8 , after curing at ambient temperature and pressure for about 7 days.
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