C04B41/65

Luminescent concrete composition and product

Luminescent concrete compositions containing cement, fine aggregates such as sand, and a phosphor such as strontium aluminate. Glow-in-the-dark concrete products made therefrom and methods of producing such concrete products are also specified. The glow-in-the-dark concrete products demonstrate good mechanical strength (e.g. compressive strength) and skid resistance. The addition of phosphorescent strontium aluminate provides luminance that persists for up to 10 hours to the concrete products.

MATERIALS SYSTEMS FOR INHIBITING PENETRATION OF MOLTEN SALTS, METHODS THEREFOR, AND DEVICES PROVIDED THEREWITH
20210340070 · 2021-11-04 ·

Materials systems resistant to penetration of molten salts and may be present within a molten-salt-facing wall of a device for containing a molten salt bath at an elevated temperature, and molten-salt-facing walls and devices formed by such materials systems. A first layer of such a system defines an outer surface for direct contact with the molten salt bath, and resists erosion and corrosion and is penetrable by the molten salt at the elevated temperature. A second layer is located adjacent to the first layer and exhibits little or no wetting by the molten salt so that at least a portion of a thickness of the second layer is not penetrable by the molten salt. A third layer is located adjacent to the second layer and is porous and exhibits a low thermal conductivity at the elevated temperature.

MATERIALS SYSTEMS FOR INHIBITING PENETRATION OF MOLTEN SALTS, METHODS THEREFOR, AND DEVICES PROVIDED THEREWITH
20210340070 · 2021-11-04 ·

Materials systems resistant to penetration of molten salts and may be present within a molten-salt-facing wall of a device for containing a molten salt bath at an elevated temperature, and molten-salt-facing walls and devices formed by such materials systems. A first layer of such a system defines an outer surface for direct contact with the molten salt bath, and resists erosion and corrosion and is penetrable by the molten salt at the elevated temperature. A second layer is located adjacent to the first layer and exhibits little or no wetting by the molten salt so that at least a portion of a thickness of the second layer is not penetrable by the molten salt. A third layer is located adjacent to the second layer and is porous and exhibits a low thermal conductivity at the elevated temperature.

METHOD OF DISPERSING ANATASE TITANIUM DIOXIDE FOR PENETRATION IN CONCRETE STRUCTURES TO REDUCE POLLUTANTS
20230202938 · 2023-06-29 ·

Methods for embedding photocatalytic titanium dioxide in concrete surfaces to reduce pollutants via photocatalytic reactions are provided herein. One method includes mixing a solvent compound with an anatase titanium dioxide (TiO.sub.2) photocatalyst, applying an amount of concrete treatment compound to an upper surface of the concrete, the concrete treatment compound comprising a mixture of a liquid carrier compound with the anatase titanium dioxide (TiO.sub.2) photocatalyst.

METHOD OF DISPERSING ANATASE TITANIUM DIOXIDE FOR PENETRATION IN CONCRETE STRUCTURES TO REDUCE POLLUTANTS
20230202938 · 2023-06-29 ·

Methods for embedding photocatalytic titanium dioxide in concrete surfaces to reduce pollutants via photocatalytic reactions are provided herein. One method includes mixing a solvent compound with an anatase titanium dioxide (TiO.sub.2) photocatalyst, applying an amount of concrete treatment compound to an upper surface of the concrete, the concrete treatment compound comprising a mixture of a liquid carrier compound with the anatase titanium dioxide (TiO.sub.2) photocatalyst.

Polymer masonry unit and method therefor

A polymer-based compound, useful as a polymer masonry unit is disclosed that can include a polymer added to a quarry byproduct to manufacture a quality brick unit. The present disclosure solves the technological problem of providing a structurally sound brick or concrete alternative without the need for kiln firing, using traditionally unusable waste material. By combining quarry byproduct and a polymer, a polymer masonry unit can be fabricated having compressive strength and architectural utility. In one exemplary embodiment, fiber elements can be added to the byproduct and polymer mixture to increase structural stability. The present disclosure improves the performance of the system itself by providing a basic block or brick unit using an environmentally responsible manufacturing process that reduces cost and waste. The manufacturing process includes a polymer/base material that can be poured into molds that cures over a predetermined period, without the need for kiln firing.

Polymer masonry unit and method therefor

A polymer-based compound, useful as a polymer masonry unit is disclosed that can include a polymer added to a quarry byproduct to manufacture a quality brick unit. The present disclosure solves the technological problem of providing a structurally sound brick or concrete alternative without the need for kiln firing, using traditionally unusable waste material. By combining quarry byproduct and a polymer, a polymer masonry unit can be fabricated having compressive strength and architectural utility. In one exemplary embodiment, fiber elements can be added to the byproduct and polymer mixture to increase structural stability. The present disclosure improves the performance of the system itself by providing a basic block or brick unit using an environmentally responsible manufacturing process that reduces cost and waste. The manufacturing process includes a polymer/base material that can be poured into molds that cures over a predetermined period, without the need for kiln firing.

NON-INVASIVE REPAIR AND RETROFITTING OF HARDENED CEMENTITIOUS MATERIALS

An aqueous composition for repairing and/or sealing of hardened cementitious materials, especially of concrete structures, the aqueous composition including colloidal silica and a polycarboxylic acid. An aqueous composition shows a very high penetration depth as well as sealing capacity of cracked cementitious materials.

NON-INVASIVE REPAIR AND RETROFITTING OF HARDENED CEMENTITIOUS MATERIALS

An aqueous composition for repairing and/or sealing of hardened cementitious materials, especially of concrete structures, the aqueous composition including colloidal silica and a polycarboxylic acid. An aqueous composition shows a very high penetration depth as well as sealing capacity of cracked cementitious materials.

MARKING TRAFFICKED PAVEMENT SUBSTRATES USING A DRY POLYMER MODIFIED CEMENT
20220098123 · 2022-03-31 ·

Trafficked pavement substrates utilize markings to segregate traffic (e.g., divide lanes traveling in the same direction, divide sides of the road traveling in opposite directions). A dry polymer modified cement mixture may be used to provide the markings. The dry polymer modified cement mixture is prepared by mixing a dry polymer modified cement blend (ordinary Portland cement, aggregate and polymer powders) with water. The location of the lines is identified, and the dry polymer modified cement mixture is applied onto the identified areas as a thin layer. The dry polymer modified cement blend may include polymers to provide colored markings. Glass beads may be embedded into the dry polymer modified mixture before it cures to retroreflect light shined thereon. The trafficked pavement substrate may have troughs formed therein and the dry polymer modified cement markings may be formed therewithin so that the markings are flush.