High-strength concrete-like fluorogypsum-based blends and production method

Patent metadata

Field	Value
Publication number	US-11384019-B2
Application number	US-202017096821-A
Country	US
Kind code	B2
Filing date	Nov 12, 2020
Priority date	Sep 12, 2017
Publication date	Jul 12, 2022
Grant date	Jul 12, 2022

Abstract

High-strength concrete-like FG blends and methods for producing them are described. The blend includes FG, hydraulic cement, additional alkali material, and pozzolanic material. The blend further includes an admixture used in the formulation of concrete. The blend further includes an aggregate. The aggregate is a coarse aggregate or a fine aggregate.

First claim

The invention claimed is:

1. A pre-cure composition, comprising:
i) a dry material comprising fluorogypsum (FG), a pozzolanic material, and a hydraulic cement; and
ii) water;

wherein the ratio of water to dry material ratio is less than about 1/3; and wherein the FG has a pH in the range of from about 1.5 to about 5.5.

2. The pre-cure composition of claim 1 , further comprising an alkali material.

3. The pre-cure composition of claim 2 , wherein the alkali material is lime.

4. The pre-cure composition of claim 1 , wherein the pozzolanic material is selected from the group consisting of a circulating fluidized bed combustion ash (CFBCA), a solid fuel combustion product, a coal combustion product, fly ash, class C fly ash, class F fly ash, bottom ash, flue-gas desulfurization materials, ground blast furnace slag, boiler slag, incinerator bottom ash, a biomass combustion product, bagasse ash, rice hull ash, wood ash, biomass pellets ash, natural pozzolan, volcanic ash, an industrial amorphous silica product, micro-silica, silica fumes, and combinations thereof.

5. The pre-cure composition of claim 1 , further comprising an admixture used in the formulation of concrete.

6. The pre-cure composition of claim 5 , wherein the admixture is selected from the group consisting of a material with latent hydraulic behavior, a water-reducing agent, entrained air, a superplasticizer, a set retarding agent, a set accelerating agent, a shrinkage-reducing agent, and combinations.

7. The pre-cure composition of claim 1 , further comprising an aggregate, wherein the aggregate is selected from a coarse aggregate, a fine aggregate, or a combination thereof.

8. The pre-cure composition of claim 1 , wherein the hydraulic cement is selected from the group consisting of Portland cement, Type I Portland cement, Type II Portland cement, Type III Portland cement, Type IV Portland cement, Type V Portland cement, and combinations.

9. The pre-cure composition of claim 1 , wherein the FG has a pH in the range of from about 1.5 to about 3.5.

10. A pre-cure composition comprising: fluorogypsum (FG), hydraulic cement, and a pozzolanic material, wherein solids in the FG comprises at least about 10 wt % anhydrite (CaSO 4 ); and wherein the FG has a pH in the range of from about 1.5 to about 5.5.

11. The pre-cure composition of claim 10 , wherein solids in the FG comprise at least about 25 wt % anhydrite.

12. The pre-cure composition of claim 11 , wherein solids in the FG comprise at least about 50 wt % anhydrite.

13. The pre-cure composition of claim 10 , wherein the FG has a pH in the range of from about 1.5 to about 3.5.

14. A pre-cure composition, comprising
at least 45 wt % fluorogypsum (FG),
at most 10 wt % hydraulic cement, and
at most 40 wt % pozzolanic material;
wherein the FG has a pH in the range of from about 1.5 to about 5.5; and
optionally containing at most 12% of an alkali material.

15. The pre-cure composition of claim 14 , further comprising water.

16. The pre-cure composition of claim 15 , wherein the water is present at a water to dry material ratio of less than about 1/3.

17. The pre-cure composition of claim 14 , wherein the FG is in slurry form.

18. The pre-cure composition of claim 17 , wherein the slurry FG is wet or dried.

19. The pre-cure composition of claim 14 , wherein the alkali material is lime.

20. The pre-cure composition of claim 14 , wherein the FG has a pH in the range of from about 1.5 to about 3.5.

Assignees

• Barbato Michele
• Bigdeli Yasser
• Gutierrez Wing Maria Teresa
• Lofton Charles Davis
• Univ Louisiana State

Inventors

• Barbato Michele
• Bigdeli Yasser
• Gutierrez-Wing Maria Teresa
• Lofton Charles Davis

Classifications

• C04B7/13

  Mixtures thereof with inorganic cementitious materials, e.g. Portland cements · CPC title

• C04B28/142 Primary

  containing synthetic or waste calcium sulfate cements · CPC title

• C04B7/1535

  with alkali metal containing activators, e.g. sodium hydroxide or waterglass · CPC title

• C04B28/16 Primary

  containing anhydrite {, e.g. Keene's cement} · CPC title

• C04B2201/50

  for the mechanical strength · CPC title