Concrete mixtures having high flowability

• US 7,621,995 B2
• Filed: 12/19/2005
• Issued: 11/24/2009
• Est. Priority Date: 09/09/2005
• Status: Expired due to Fees

• Current Assignee: Charles D. Welker
• Original Assignee: Jack B. Parson Companies
• Inventors: Gray, Lonnie James
• Primary Examiner(s): MARCANTONI, PAUL D
• Application Number:
  US11/305,960
• Publication Number:
  US 20070056480A1
• Time in Patent Office: 1,436 Days
• Field of Search: 106/705, 106/724, 106/823, 106/DIG.1, 106/726, 106/727, 106/728, 106/729, 106/730, 524/2
• US Class Current: 106/724
• CPC Class Codes: C04B 14/06 Quartz; Sand
• CPC Class Codes: C04B 18/08 Flue dust , i.e. fly ash
• CPC Class Codes: C04B 2103/0086 Chelating or complexing agents
• CPC Class Codes: C04B 2103/302 Water reducers
• CPC Class Codes: C04B 2103/32 Superplasticisers
• CPC Class Codes: C04B 2103/40 Surface-active agents, dispersants
• CPC Class Codes: C04B 2103/50 Defoamers, air detrainers
• CPC Class Codes: C04B 2111/00103 Self-compacting mixtures
• CPC Class Codes: C04B 24/003 Phosphorus-containing compounds
• CPC Class Codes: C04B 24/005 Halogen-containing compounds
• CPC Class Codes: C04B 24/383 Cellulose or derivatives thereof
• CPC Class Codes: C04B 28/02 containing hydraulic cements other than calcium sulfates
• CPC Class Codes: C04B 38/10 by using foaming agents C04B38/02 takes precedenceor by using mechanical means, e.g. adding preformed foam
• CPC Class Codes: C04B 40/0039 Premixtures of ingredients
• CPC Class Codes: Y02W 30/91 Use of waste materials as fillers for mortars or concrete

Abstract

A viscosity modifying agent is added to a concrete mixture to give the concrete desirable rheological properties. The viscosity modifying agent is incorporated into a foam admixture before it is mixed into the concrete. Because the viscosity modifying agent is a component of the foam admixture, the viscosity modifying agent is dispersed in the aqueous film that forms the foam bubbles. The viscosity modifier in the foam bubbles gives the foam beneficial rheological properties. The viscosity modifier performs more efficiently when included in the foam bubbles as compared to being mixed directly into the concrete. The foam bubbles containing the viscosity modifier can be stabilized using a fluorochemical stabilizer, which is included in the foam admixture. The foam bubbles can be further stabilized with respect to cement mixtures by including a hydration stabilizing in the cement mixture.

Claims

1. A flowable concrete mixture, comprising:

(i) a hydraulic cement;

(ii) an aggregate

(iii) water;

(iv) a foam admixture comprising a viscosity modifier, water, a surfactant, and a plurality of air bubbles, wherein the concentration of the viscosity modifier is higher in the foam admixture compared to the remainder of the flowable concrete mixture; and

(v) a sufficient amount of water and/or a water reducer to give the concrete mixture a flow spread greater than 10 inches.

2. A concrete mixture as in claim 1, wherein the concrete mixture includes less than 12 oz/(100 lbs cement) of a viscosity modifier in addition to the viscosity modifier in the foam admixture.

3. A concrete mixture as in claim 1, wherein the concrete mixture includes less than 5 oz of a viscosity modifier in addition to the viscosity modifier in the foam admixture.

4. A concrete mixture as in claim 1, wherein the concrete mixture includes substantially no viscosity modifier in addition to the viscosity modifier in the foam admixture.

5. A concrete mixture as in claim 1, wherein the viscosity modifier in the foam comprises one or more of a cellulose ether, a hydroxyproplmethyl cellulose, a sodium carboxymethyl cellulose, a carboxymethylhydroxyethyl cellulose, a polyacrylates, a polyvinyl alcohol, a polyethylene glycol, an exopolysaccharides, a marine gum, a plant exudate, a seed gum, a starch-based gum, or a combination thereof.

6. A concrete mixture as in claim 1, wherein the flow spread is substantially homogenous.

7. A concrete mixture as in claim 1, wherein the flowability and consistency make the concrete mixture self-compacting.

8. A concrete mixture as in claim 1, further comprising a hydration stabilizer that stabilizes the foam in the presence of the hydraulic cement.

9. A concrete mixture as in claim 1, wherein the hydration stabilizer is included in an amount sufficient to inhibit the reaction between the hydraulic cement and the water in the foam for greater than about 1 hour.

10. A concrete mixture as in claim 1, wherein the surfactant includes a fluorochemical surfactant, wherein the fluorochemical surfactant comprises an oligomer having one or more hydrophilic nonionic monomers and one or more hydrophilic anionic monomers.

11. A cured concrete made by manufacturing the concrete mixture of claim 1 and allowing the concrete mixture to cure.

12. A concrete mixture as in claim 1 that achieves a compressive strength of greater than 3000 psi in 28 days, when allowed to set.

13. A concrete mixture as in claim 1 that achieves a compressive strength of greater than 4000 psi in 28 days, when allowed to set.

20. A concrete mixture as in claim 1, wherein the foam comprises at least about 10% by volume of the concrete mixture.

14. A concrete mixture, comprising:

(i) a hydraulic cement;

(ii) water;

(iii) an aggregate;

(iv) a foam comprising a viscosity modifier, water, a fluorochemical surfactant, and a plurality of air bubbles that are stabilized by the fluorochemical surfactant, the fluorochemical surfactant comprising an oligomer having at least one hydrophilic nonionic monomer and at least one hydrophilic anionic monomer, wherein the concentration of the viscosity modifier is higher in the foam admixture compared to the remainder of the flowable concrete mixture; and

(v) a sufficient amount of a water reducing agent to give the concrete a flow spread of at least about 12 inches, wherein the flow spread is substantially homogenous.

15. A concrete mixture as in claim 14, wherein the flow spread is greater than about 24 inches.

16. A concrete mixture as in claim 14, wherein the flow spread is greater than about 30 inches.

17. A concrete mixture as in claim 14, wherein

the foam comprises one or more fatty acid alcohols selected from the group consisting of straight and branched chain fatty acid alcohols of about 8 to about 16 carbon atoms;

the viscosity modifier is an anionic polysaccharide selected from the group consisting of rhamsan gums, xanthan gums, guar gums, and locust bean gums; and

the foam admixture comprises a non-fluorinated anionic surfactant having from about 8 to about 18 carbon atoms.

18. A concrete mixture as in claim 14, wherein the fluorochemical surfactant has the formula:

R_f-E_a-(S)_b-[M₁]_x-[M₂]_y-H

wherein

R_f is (i) a straight chain, branched chain, or cyclic perfluoroalkyl of 1 to about 20 carbon atoms, (ii) a perfluoroalkyl substituted with a perfluoroalkoxy of 2 to about 20 carbon atoms, (iii) a perfluoroalkyl oligomer or polymer of greater than 10 carbon atoms, or (iv) a combination thereof

E_a is (i) a direct bond;

(ii) a branched, straight chain, or cyclic alkylene of 2 to about 20 carbon atoms;

(iii) the alkylene of (ii) interrupted by one or more groups selected from the group consisting of —

NR—

, —

O—

, —

S—

, —

SO₂—

, —

COO—

, —

OOC—

, —

CONR—

, —

NRCO—

, —

SO₂NR—

, —

NRSO₂—

, —

SiR₂—

;

or (iv) the alkylene of (ii) terminated at the R_f end with —

CONR—

or —

SO₂NR—

;

R is independently hydrogen, an alkyl of 1-10 carbon atoms, or a hydroxyalkyl of 2 to 10 carbon atoms;

a and b are independently 0 or 1;

-[M₁]- represents a non-ionic hydrophilic monomer unit;

-[M₂]- represents an anionic hydrophilic monomer unit; and

x and y represent the number of monomer units present in the co-oligomers and are both greater than 0;

the sum of x and y being between 5 and 200, and y/(x+y) being between 0.01 and 0.98.

19. A concrete mixture as in claim 18, wherein:

-[M₁]- is selected from the group consisting of acrylamide, methacrylamide, diacetone acrylamide, 2-hydroxyethyl methacrylate, derivatives of acrylic, methacrylic, maleic, fumaric and itaconic acids, amides, and vinyl esters containing from 1 to about 20 carbon atoms in the ester group, and combinations thereof; and

-[M₂]- is selected from the group consisting of acrylic and methacrylic acids and salts thereof, maleic, fumaric and itaconic acids and salts thereof, acrylamidopropane sulfonic acid and salts thereof, and mono-olefinic sulfonic and phosphonic acids and salts thereof, and combinations thereof.

21. A concrete mixture as in claim 18 that achieves a compressive strength of greater than 3000 psi in 56 days, when allowed to set.

22. A flowable concrete mixture, comprising:

(i) a hydraulic cement;

(ii) an aggregate

(iii) water;

(iv) a hydration stabilizer that inhibits hydration of the hydraulic cement;

(iv) a foam admixture comprising a viscosity modifier, water, and a plurality of air bubbles, wherein the foam admixture is stabilized in the presence of the hydraulic cement by the hydration stabilizer, wherein the concentration of the viscosity modifier is higher in the foam admixture compared to the remainder of the flowable concrete mixture;

(v) wherein the concrete mixture includes less than 12 oz/(100 lbs cement) of a viscosity modifier in addition to the viscosity modifier in the foam admixture.

23. A flowable concrete mixture as in claim 22, wherein the concrete mixture includes less than about 5 oz of a viscosity modifier in addition to the viscosity modifier in the foam admixture.

24. A flowable concrete mixture as in claim 22, wherein the viscosity modifier in the foam comprises one or more of a cellulose ether, a hydroxyproplmethyl cellulose, a sodium carboxymethyl cellulose, a carboxymethylhydroxyethyl cellulose, a polyacrylates, a polyvinyl alcohol, a polyethylene glycol, an exopolysaccharides, a marine gum, a plant exudate, a seed gum, a starch-based gum, or a combination thereof.

25. A concrete mixture as in claim 22, wherein the hydration stabilizer is a calcium binding agent.

26. A concrete mixture as in claim 22, wherein the hydration stabilizer is selected from the group consisting of N-nitrilo tris(methylene phosphonic acid), 1,2-ethanediyl bis[nitrilo di(methylene phosphonic acid)];

1,6-hexanediyl bis[nitrilo di(methylene phosphonic acid)], amino tris(methylene phosphonic acid), polymethoxy polyphosphonic acids, and combinations thereof.

27. A concrete mixture as in claim 22, wherein the hydration stabilizer further comprises an accelerator.

28. A concrete mixture as in claim 22, wherein the foam admixture further comprises a fluorochemical surfactant comprising an oligomer having one or more hydrophilic nonionic monomer and one or more hydrophilic anionic monomer.

29. A concrete mixture as in claim 28, wherein the fluorochemical surfactant has the formula:

R_f-E_a-(S)_b-[M₁]_x-[M₂]_y-H

wherein

R_f is (i) a straight chain, branched chain, or cyclic periluoroalkyl of 1 to about 20 carbon atoms, (ii) a perfluoroalkyl substituted with a perfluoroalkoxy of 2 to about 20 carbon atoms, (iii) a perfluoroalkyl oligomer or polymer of greater than 10 carbon atoms, or (iv) a combination thereof

E_a is (i) a direct bond, (ii) a branched, straight chain, or cyclic alkylene of 2 to about 20 carbon atoms, (iii) the alkylene of (ii) interrupted by one or more groups selected from the group consisting of —

NR—

, —

O—

, —

S—

, —

SO₂—

, —

COO—

, —

OOC—

, —

CONR—

, —

NRCO—

, —

SO₂NR—

, —

NRSO₂—

, —

SiR₂—

;

or (iv) the alkylene of (ii) terminated at the R_f end with —

CONR—

or —

SO₂NR—

;

R is independently hydrogen, an alkyl of 1-10 carbon atoms, or a hydroxyalkyl of 2 to 10 carbon atoms;

a and b are independently 0 or 1;

-[M₁]- represents a non-ionic hydrophilic monomer unit;

-[M₂]- represents an anionic hydrophilic monomer unit; and

x and y represent the number of monomer units present in the co-oligomers and are both greater than 0;

the sum of x and y being between 5 and 200, and

y/(x+y) being between 0.01 and 0.98.

30. A cured concrete composition manufactured according to the method of claim 22.

31. A concrete mixture as in claim 22, wherein the concrete achieves a compressive strength of greater than 3000 psi in 28 days, when allowed to set.