IP Library Granted Patent US 12,297,147
Granted Patent B2
US 12,297,147 · App. 17/483,520 · Granted May 13, 2025

Systems and methods for moisture conditioning aggregate with an alkaline compound

Inventors: Marie D. Jackson (Salt Lake City, UT); Philip F. Brune (Parkland, FL); Thomas Adams (Reno, NV)
Assignee: RECIPITA, LLC
C04B14/24C04B7/12C04B14/16C04B22/0093C04B22/064C04B2103/10
View Patent ↗
Loading inventors, assignments & file history…
Monitor This Case
Get email alerts when status or documents change.
Order Certified Copies
Most orders are placed with the USPTO same day — all within 24 business hours.
Order via The Patent Place →
Pre-filled with this patent's details
Quick Facts
Patent No.
US 12,297,147
App. No.
17/483,520
Granted
May 13, 2025
Kind
B2
Abstract

The described systems, methods, and compositions relate to systems, methods, and compositions for forming one or more cementitious materials that cure into one or more mortars and/or concretes. More particularly, some embodiments relate to systems, methods, and compositions for forming cured mortars and/or concretes that tend to have an increased strength over time due to the use of one or more reactive aggregates, activator materials, and/or alkaline compounds for conditioning the aggregate. In some cases, a cementitious mixture that is configured to form a mortar that can receive one or more filler aggregates (e.g., reactive filler aggregates) to make a concrete. Additionally, in some cases, the reactive aggregate is conditioned with an aqueous solution comprising one or more alkaline compounds having a concentration in the aqueous solution of between about 0.001 mol/L and about 10 mol/L, or within any subrange thereof (e.g., between about 0.25 molar and about 5 molar).

Claims (39)

1. A method for producing a cementitious mixture, comprising:

preconditioning a reactive aggregate by adding a first hydrating solution to the reactive aggregate, wherein the first hydrating solution comprises an alkaline solution;

mixing the reactive aggregate and the first hydrating solution;

combining the reactive aggregate and the first hydrating solution with an activating material comprising at least 40 percent calcium oxide; and

incorporating a second hydrating solution comprising water with the reactive aggregate and the activating material to form a cementitious material;

wherein a concentration of an alkaline compound within the alkaline solution comprises between 0.25 mol/L and 5.0 mol/L.

2. The method of claim 1 , wherein the second hydrating solution comprises saltwater.

3. The method of claim 1 , wherein the reactive aggregate comprises at least one of:

an engineered cellular magmatic material, a foam glass product, a ceramic material, brick fragments, fired brick fragments, a natural volcanic pumice, a synthetic pumice, a volcanic tephra, a volcanic scoria, a volcanic tuff, a lava, a volcanic glass, natural volcanic rock particles, a pyroclastic deposit material, vitric volcanic fragments, lithic volcanic fragments, crystalline volcanic fragments, ash fragments, lapilli fragments, zeolites, and a carbonate rock.

4. The method of claim 1 , wherein the activating material and the reactive aggregate are combined together such that a ratio between the activating material, when dry or when hydrated, and the reactive aggregate, when dry or when hydrated, is between 0.01 to 10, by mass.

5. The method of claim 1 , wherein a ratio of the first hydrating solution to the activating material is between about 1.25:1 and about 3.5:1 by mass.

6. The method of claim 1 , wherein a ratio of the activating material and the first hydrating solution to the reactive aggregate is between about 1:1 and about 1:10, by volume.

7. The method of claim 1 , wherein the reactive aggregate has an oven-dried bulk density between about 0.25 gm/cc and about 3.5 gm/cc.

8. The method of claim 1 , wherein at least 5% of a total mass of the reactive aggregate is comprised of particles less than 1 mm in size.

9. The method of claim 1 , further comprising:

adding a reactive filler aggregate, such that the reactive filler aggregate comprises 80% or less than a total mass of the cementitious mixture.

10. A method for producing a cementitious mixture, comprising:

preconditioning a reactive aggregate by adding a first hydrating solution to the reactive aggregate, wherein the first hydrating solution comprises an alkaline solution;

mixing the reactive aggregate and the first hydrating solution;

combining the reactive aggregate and the first hydrating solution with an activating material comprising at least 40 percent calcium oxide; and

incorporating a second hydrating solution comprising water with the reactive aggregate and the activating material to form a cementitious material;

wherein the alkaline solution comprises at least one of a potassium hydroxide, a sodium hydroxide, a sodium aluminate, and a potassium aluminate.

11. The method of claim 10 , wherein the second hydrating solution comprises saltwater.

12. The method of claim 10 , wherein the activating material and the reactive aggregate are combined together such that a ratio between the activating material, when dry or when hydrated, and the reactive aggregate, when dry or when hydrated, is between 0.01 to 10, by mass.

13. The method of claim 10 , wherein a ratio of the first hydrating solution to the activating material is between about 1.25:1 and about 3.5:1 by mass.

14. The method of claim 10 , wherein a ratio of the activating material and the first hydrating solution to the reactive aggregate is between about 1:1 and about 1:10, by volume.

15. A method for producing a cementitious mixture, comprising:

preconditioning a reactive aggregate by adding a first hydrating solution to the reactive aggregate, wherein the first hydrating solution comprises an alkaline solution;

mixing the reactive aggregate and the first hydrating solution;

combining the reactive aggregate and the first hydrating solution with an activating material comprising at least 40 percent calcium oxide; and

incorporating a second hydrating solution comprising water with the reactive aggregate and the activating material to form a cementitious material;

wherein the second hydrating solution does not comprise an alkaline solution.

16. The method of claim 15 , wherein the first hydrating solution further comprises saltwater.

17. The method of claim 15 , wherein the reactive aggregate comprises at least one of:

an engineered cellular magmatic material, a foam glass product, a ceramic material, brick fragments, fired brick fragments, a natural volcanic pumice, a synthetic pumice, a volcanic tephra, a volcanic scoria, a volcanic tuff, a lava, a volcanic glass, natural volcanic rock particles, a pyroclastic deposit material, vitric volcanic fragments, lithic volcanic fragments, crystalline volcanic fragments, ash fragments, lapilli fragments, zeolites, and a carbonate rock.

18. The method of claim 15 , wherein the reactive aggregate has an oven-dried bulk density between about 0.25 gm/cc and about 3.5 gm/cc.

19. The method of claim 15 , wherein at least 5% of a total mass of the reactive aggregate is comprised of particles less than 1 mm in size.

20. The method of claim 15 , further comprising:

adding a reactive filler aggregate, such that the reactive filler aggregate comprises 80% or less than a total mass of the cementitious mixture.

Assignments (6)
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded May 12, 2025
From: JACKSON, MARIE D.; BRUNE, PHILIP F.; ADAMS, THOMAS
To: RECIPITA, LLC
Reel/Frame 071086/0005 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded May 7, 2024
From: THE UNIVERSITY OF UTAH RESEARCH FOUNDATION
To: UNITED STATES DEPARTMENT OF ENERGY
Reel/Frame 067330/0310 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Jun 8, 2023
From: JACKSON, MARIE D.
To: THE UNIVERSITY OF UTAH RESEARCH FOUNDATION
Reel/Frame 063895/0762 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Jun 6, 2023
From: RECIPITA, LLC
To: JACKSON, MARIE D.
Reel/Frame 063866/0261 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Nov 16, 2022
From: JACKSON, MARIE D.; BRUNE, PHILIP F.; ADAMS, THOMAS
To: RECIPITA, LLC
Reel/Frame 061790/0952 →
CONFIRMATORY LICENSE Recorded Feb 7, 2022
From: UNIVERSITY OF UTAH
To: U.S. DEPARTMENT OF ENERGY
Reel/Frame 058959/0633 →
Continuity (3)
Provisional Application 63082444 · Sep 23, 2020
Provisional Application 63082448 · Sep 23, 2020
Related Publication 20220089483A1 · Mar 24, 2022
References Cited (25)
US 11905212B1 · Smeltz · 2024 [cited by applicant]
US 20110203489A1 · Constantz et al. · 2011 [cited by applicant]
US 20220089476A1 · Hust et al. · 2022 [cited by applicant]
CN 101941755 · 2011 [cited by applicant]
CN 111620620A · 2020 [cited by applicant]
WO WO2016146518A1 · 2016 [cited by applicant]
Jackson, M. D., D. Deocampo, F. Marra, and B. E. Scheetz, 2010, Mid-Pleistocene Pozzolanic Volcanic Ash in Ancient Roman Concretes: Geoarchaeology, vol. 25, No. 1, 36-74. [cited by applicant]
Jackson, M., B. Scheetz, F. Marra, 2010, Micromorphological textures and pozzolanic cements in Imperial Age Roman Mortars: In Proceedings of the Second Historic Mortars Conference (HMC 2010) and RILEM TC 203-RHM Final W… [cited by applicant]
Jackson, M., G. Vola, J. P. Oleson, B. Scheetz, C. Brandon, R. Hohlfelder, 2012, Cement Compositions and Durability in Ancient Roman Seawater Concretes: Historic Mortars, Characteristics and Tests, edited by J. Valek, C… [cited by applicant]
Jackson, M. D., J. Moon, E. Gotti, R. Taylor, S. R. Chae, M. Kunz, A.-H. Emwas, C. Meral, P. Guttmann, P. Levitz, H.-R. Wenk, P. J. M. Monteiro, 2013, Unlocking the secrets of AI-tobermorite in Roman Seawater Concrete: … [cited by applicant]
Jackson, M. D., 2014, Sea-Water Concrete Fabrics and their Material Characteristics: In Building for Eternity the History and Technology of Roman Concrete Engineering in the Sea, edited by J. P. Oleson, Oxbow Books, Oxf… [cited by applicant]
Jackson, M. D., E. N. Landis, P. F. Brune, M. Vitti, H. Chen, Q. Li, M. Kunz, H.-R. Wenk, P. J. M. Monteiro, A. R. Ingraffea, 2014, Mechanical resilience and cementitious processes in Imperial Roman architectural mortar… [cited by applicant]
Jackson, M. D., S. R. Mulcahy, H. Chen, Y. Li, Q. Li, P. Cappelletti, H.-R. Wenk, 2017, Phillipsite and AI-tobermorite mineral cements produced through low-temperature water-rock reactions in Roman marine concrete: Amer… [cited by applicant]
Jackson et al.; Geoarchaeology: An International Journal, vol. 25, No. 1, pp. 57, 62, and 69. [cited by applicant]
Maraghechi, H., “Development and Assessment of Alkali Activated Recycled Glass-Based Concretes for Civil Infrastructure,” A Dissertation in Civil and Environmental, The Pennsylvania State University, 2014. [cited by applicant]
International Search Report and Written Opinion for PCT International Application No. PCT/US21/51827, Jan. 26, 2022. [cited by applicant]
Brune et al., The fracture toughness of an Imperial Roman mortar, Engineering Fracture Mechanics 102, 2013, 65-76 (13 PP.). [cited by applicant]
Brune et al., Roman Concrete Vaulting in the Great Hall of Trajan's Markets: Structural Evaluation, Journal of Architectural Engineering, 332-340, Dec. 2012 (9 PP.). [cited by applicant]
Brune, The Mechanics of Imperial Roman Concrete and the Structural Design of Vaulted Monuments, Department of Mechanical Engineering Arts, Sciences and Engineering Edmund A. Hajim School of Engineering and Applied Scien… [cited by applicant]
Brune et al., The toughness of imperial roman concrete, Fracture Mechanics of Concrete and Concrete Structures, Recent Advances in Fracture Mechanics of Concrete—B. H. Oh, et al.(eds), Korea Concrete Institute, Seoul, M… [cited by applicant]
Brune et al., Innovative Experimentation on Ancient Material: Exploring the Fracture of Imperial Roman Concrete, 2010 Structures Congress, May 2010, 1938-1948 (12 PP.). [cited by applicant]
Brune et al., Concrete vaulting in Imperial Rome: A structural analysis of the Great Hall of Trajan's Markets, 6th International Conference on Computation of Shell and Spatial Structures IASS-IACM, May 28-31, 2008 (5 PP… [cited by applicant]
Ma el al., Mechanical properties of coral concrete subjected to uniaxial dynamic compression, Construction and Building Materials, vol. 199, Feb. 28, 2019, 244-255. [cited by applicant]
International Search Report and Written Opinion for PCT International Application No. PCT/US21/51833, Mar. 28, 2023. [cited by applicant]
Meziani, Meriem & Leklou, Nordine & Amiri, Ouali & Chelouah, Nasser. (Jun. 4, 2019). Physical and mechanical studies on binary blended Portland cements containing mordenite-rich tuff and limestone filler. Matériaux & Te… [cited by applicant]