Concrete repair coating
AssigneeUniversity of Kentucky Research Foundation
InventorsThomas Robl, Robert B. Jewell, Anne Oberlink, Tristana Duvallet
Life of this patent
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Abstract
A concrete and asphalt repair coating formulation includes a cement component and an aggregate component. The cement component includes a calcium sulfoaluminate cement and a Portland cement. The aggregate component includes coarse aggregates between 125-500 microns in diameter and fine aggregates between 5-62.5 microns in diameter.
Claims20
A concrete repair coating formulation, comprising:
- a cement component including a calcium sulfoaluminate cement and a Portland cement;
- and
- an aggregate component including coarse aggregates between 62.5 microns and 500 microns in diameter and fine aggregates between 62.5 microns to less than 5 microns in diameter wherein (a) said cement component has a ratio by weight of Portland cement to calcium sulfoaluminate cement ranging from 1/19 to 1/5.66 and (b) the coarse aggregates include screen fractions of (a) minus 500 microns by plus 250 microns of limestone, dolomitic limestone, dolomite or quartz sand constituting between 10-25% by weight of total product, (b) less than 250 microns by 125 microns constituting between 20-35% by weight of the total product and (c) less than 125 microns by plus 62.5 microns constituting between 6% to 10% by weight of total product.
A concrete repair coating formulation, comprising:
- a cement component consisting of a calcium sulfoaluminate cement and a Portland cement having a ratio by weight of Portland cement to calcium sulfoaluminate cement ranging from 1/19 to 1/5.66;
- an aggregate component with gradation spanning from 500 microns to less than 5 microns;
- a set time retarder;
- a water reducing agent;
- and a defoaming agent.
A kit for concrete repair, comprising:
- a vessel including a dry concrete repair coating formulation including a cement component consisting of a calcium sulfoaluminate cement and a Portland cement having a ratio by weight of Portland cement to calcium sulfoaluminate cement ranging from 1/19 to 1/5.66 and an aggregate component with gradation spanning from 500 μm to less than 5 μm, a set time retarder;
- a water reducing agent;
- a defoaming agent and
- a premeasured water additive package adapted to prevent a user from overdosing with water.
An asphalt surface, comprising:
- weathered asphalt;
- and
- a concrete repair coating formulation bound to said weathered asphalt, said concrete repair coating formulation including (a) a cement component including a calcium sulfoaluminate cement and a Portland cement having a ratio by weight of Portland cement to calcium sulfoaluminate cement ranging from 1/19 to 1/5.66, (b) an aggregate component with gradation spanning 500 microns to 5 microns, (c) a set time retarder and (d) a water reducing agent (e) and a defoaming agent.
A concrete repair coating formulation, comprising:
- a cement component including a calcium sulfoaluminate cement and a Portland cement;
- and
- an aggregate component including coarse aggregates between 62.5 microns and 500 microns in diameter and fine aggregates between 62.5 microns to less than 5 microns in diameter wherein said course aggregates include screen fractions of limestone, dolomitic limestone, dolomite or quartz sand coarse aggregates including screen fractions of (a) minus 500 microns by plus 250 microns constituting between 10-25% by weight of the total product;
- (b) less than 250 microns by more than 125 microns constituting of between 20-35% by weight of the total product and (c) less than 125 microns by plus 62.5 microns constituting between 6-10% by weight of total product.
Dependencies are inferred from the claim text.