CONCRETE OPTIMIZED FOR HIGH WORKABILITY AND HIGH STRENGTH TO CEMENT RATIO

• US 20090158969A1
• Filed: 10/08/2008
• Published: 06/25/2009
• Est. Priority Date: 12/21/2007
• Status: Abandoned Application

• Current Assignee: iCrete LLC
• Original Assignee: iCrete LLC
• Inventors: Andersen, Per Just, Hodson, Simon K.
• Application Number:
  US12/247,823
• Publication Number:
  US 20090158969A1
• Time in Patent Office: Days
• US Class Current: 106/706
• CPC Class Codes: C04B 14/048 Granite
• CPC Class Codes: C04B 14/06 Quartz; Sand
• CPC Class Codes: C04B 14/28 of calcium
• CPC Class Codes: C04B 14/285 Marble
• CPC Class Codes: C04B 16/0625 Polyalkenes, e.g. polyethylene
• CPC Class Codes: C04B 16/0633 Polypropylene
• CPC Class Codes: C04B 16/0641 Polyvinylalcohols; Polyvinylacetates
• CPC Class Codes: C04B 16/0691 Polyamides; Polyaramides
• CPC Class Codes: C04B 18/08 Flue dust , i.e. fly ash
• CPC Class Codes: C04B 20/0076 characterised by the grain distribution
• CPC Class Codes: C04B 2103/0083 Bleeding-preventing agents
• CPC Class Codes: C04B 2103/304 Air-entrainers
• CPC Class Codes: C04B 2103/32 Superplasticisers
• CPC Class Codes: C04B 2103/408 Dispersants
• CPC Class Codes: C04B 2103/58 Shrinkage reducing agents
• CPC Class Codes: C04B 2111/00198 Characterisation or quantities of the compositions or their ingredients expressed as mathematical formulae or equations
• CPC Class Codes: C04B 24/12 Nitrogen containing compounds organic derivatives of hydrazine hydrazine C04B22/00
• CPC Class Codes: C04B 24/121 Amines, polyamines
• CPC Class Codes: C04B 24/2652 Nitrogen containing polymers, e.g. polyacrylamides, polyacrylonitriles
• CPC Class Codes: C04B 28/02 containing hydraulic cements other than calcium sulfates
• CPC Class Codes: Y02W 30/91 : Use of waste materials as fillers for mortars or concrete

Abstract

A concrete composition having a 28-day design compressive strength of 4000 psi and a slump of about 5 inches is optimized to have high workability and a high strength to cement ratio. The concrete composition contains about 375 pounds per cubic yard hydraulic cement (e.g., Portland cement), about 113 pounds per cubic yard pozzolanic material (e.g., Type C fly ash), about 1735 pounds per cubic yard fine aggregate (e.g., FA-2 sand), about 1434 pounds per cubic yard coarse aggregate (e.g., CA-11 state rock, ¾ inch), and about 294 pounds per cubic yard water (e.g., potable water). Workability and strength to cement ratio were increased compared to one or more preexisting concrete compositions having the same 28-day design compressive strength and similar slump by optimizing the ratio of fine aggregate to coarse aggregate. The concrete composition is further characterized by high cohesiveness, resulting in relatively little or no segregation or bleeding.

Claims

1-15. -15. (canceled)

16. A concrete composition having high workability and a high strength to cement ratio, comprising:

hydraulic cement in an amount of 366±

5% pounds per cubic yard;

a pozzolanic material in an amount of 110±

5% pounds per cubic yard;

a fine aggregate in an amount of 1654±

5% pounds per cubic yard;

a coarse aggregate in an amount of 1367±

5% pounds per cubic yard;

water in an amount of 269±

5% pounds per cubic yard; and

an air entraining agent in an amount of about 1.4±

5% fluid ounces per cwt of hydraulic cement.

17. A concrete composition as in claim 16, the concrete composition having a 28-day compressive strength of at least about 4000 psi and a slump of at least about 5 inches as measured using a 12 inch slump cone according to ASTM C143.

18. A concrete composition as in claim 16, wherein:

the hydraulic cement is included in an amount of 366±

3% pounds per cubic yard;

the pozzolanic material is included in an amount of 110±

3% pounds per cubic yard;

the fine aggregate is included in an amount of 1654±

3% pounds per cubic yard;

the coarse aggregate is included in an amount of 1367±

3% pounds per cubic yard;

the water is included in an amount of 269±

3% pounds per cubic yard; and

the air entraining agent is included in an amount of 1.4±

3% fluid ounces per cwt of hydraulic cement.

19. A concrete composition as in claim 16, wherein:

the hydraulic cement is included in an amount of 366±

2% pounds per cubic yard;

the pozzolanic material is included in an amount of 110±

2% pounds per cubic yard;

the fine aggregate is included in an amount of 1654±

2% pounds per cubic yard;

the coarse aggregate is included in an amount of 1367±

2% pounds per cubic yard;

the water is included in an amount of 269±

2% pounds per cubic yard; and

the air entraining agent is included in an amount of 1.4±

2% fluid ounces per cwt of hydraulic cement.

20. A concrete composition as in claim 16, wherein:

the hydraulic cement is included in an amount of 366±

1% pounds per cubic yard;

the pozzolanic material is included in an amount of 110±

1% pounds per cubic yard;

the fine aggregate is included in an amount of 1654±

1% pounds per cubic yard;

the coarse aggregate is included in an amount of 1367±

1% pounds per cubic yard;

the water is included in an amount of 269±

1% pounds per cubic yard; and

the air entraining agent is included in an amount of 1.4±

1% fluid ounces per cwt of hydraulic cement.

21. A concrete composition as in claim 16, the concrete composition comprising about 5.5% by volume entrained air.

22. A concrete composition as in claim 16, the hydraulic cement consisting essentially of Type I and/or Type II Portland cement.

23. A concrete composition as in claim 16, the pozzolanic material consisting essentially of Type C fly ash.

24. A concrete composition as in claim 16, the fine aggregate consisting essentially of sand and the coarse aggregate consisting essentially of rock.

25. A concrete composition as in claim 21, the sand consisting essentially of FA-2 sand and the rock consisting essentially of CA-11 state rock, 34 inch.

26. A concrete composition as in claim 16, further comprising an amount of plasticizer that increases slump and decreases viscosity without causing significant segregation or bleeding of the concrete composition.

27. A concrete composition as in claim 16, further comprising one or more admixtures selected from the group consisting of air entraining agents, strength enhancing amines, dispersants, viscosity modifiers, set accelerators, set retarders, corrosion inhibitors, pigments, wetting agents, water soluble polymers, rheology modifying agents, water repellents, fibers, permeability reducers, pumping aids, fungicidal admixtures, germicidal admixtures, insecticidal admixtures, finely divided mineral admixtures, alkali reactivity reducer, and bonding admixtures.

28. A concrete composition having high workability and a high strength to cement ratio, comprising:

Type I and/or Type II Portland cement in an amount of 366±

5% pounds per cubic yard;

Type C fly ash in an amount of 110±

5% pounds per cubic yard;

sand in an amount of 1654±

5% pounds per cubic yard;

rock in an amount of 1367±

5% pounds per cubic yard;

water in an amount of 269±

5% pounds per cubic yard; and

an air entraining agent in an amount of 1.4±

5% fluid ounces per cwt of hydraulic cement,

the concrete composition having a 28-day design compressive strength of 4000 psi and a slump of at least about 5 inches as measured using a 12 inch slump cone according to ASTM C143.

29. A concrete composition having high workability and a high strength to cement ratio, comprising:

Type I and/or Type II Portland cement in an amount of 366±

3% pounds per cubic yard;

Type C fly ash in an amount of 110 pounds±

3% per cubic yard;

sand in an amount of 1654 pounds±

3% per cubic yard;

rock in an amount of 1367 pounds±

3% per cubic yard;

water in an amount of 269 pounds±

3% per cubic yard; and

an air entraining agent in an amount of 1.4±

3% fluid ounces per cwt of hydraulic cement,

the concrete composition having a 28-day design compressive strength of 4000 psi and a slump of at least about 5 inches as measured using a 12 inch slump cone according to ASTM C143.

30. A concrete composition having high workability and a high strength to cement ratio, comprising:

Type I and/or Type II Portland cement in an amount of 366±

1% pounds per cubic yard;

Type C fly ash in an amount of 110 pounds±

1% per cubic yard;

sand in an amount of 1654 pounds±

1% per cubic yard;

rock in an amount of 1367 pounds±

1% per cubic yard;

water in an amount of 269 pounds±

1% per cubic yard; and

an air entraining agent in an amount of 1.4±

1% fluid ounces per cwt of hydraulic cement,

the concrete composition having a 28-day design compressive strength of 4000 psi and a slump of at least about 5 inches as measured using a 12 inch slump cone according to ASTM C143.