E04B2/64

Stackable building block with vertical center risers
09732519 · 2017-08-15 ·

A building block has opposing like outer members spaced apart by at least two risers as cross members inward from outer member ends leaving a center open with a void between the outer members and the risers. The risers extend from the bottom of the block to above the outer member tops. A continuous tongue projects upward from the top of the outer members parallel thereto along the length of the outer member and mates with grooves along the bottom of a similar outer member stackable thereon for ease of block alignment. A next stacked block is nailed to the risers projecting into its center.

Stackable building block with vertical center risers
09732519 · 2017-08-15 ·

A building block has opposing like outer members spaced apart by at least two risers as cross members inward from outer member ends leaving a center open with a void between the outer members and the risers. The risers extend from the bottom of the block to above the outer member tops. A continuous tongue projects upward from the top of the outer members parallel thereto along the length of the outer member and mates with grooves along the bottom of a similar outer member stackable thereon for ease of block alignment. A next stacked block is nailed to the risers projecting into its center.

Ultra stable cementitious material formulation, process for its making, and ultra stable tile backer board formulation and processes for its making
11777440 · 2023-10-03 · ·

An ultrastable cementitious material with nano-molecular veneer makes a cementitious material by blending 29 wt % to 40 wt % of a magnesium oxide dry powder containing 80 wt % to 98 wt % of magnesium oxide based on a final total weight of the cementitious material, with 14 wt % to 18 wt % of a magnesium chloride dissolved in water and reacting to form a liquid suspension, mixing from 2 to 10 minutes, adding a phosphorus-containing material, and allowing the liquid suspension to react into an amorphous phase cementitious material, wherein a portion of the amorphous phase cementitious material grows a plurality of crystals. The plurality of crystals are encapsulated by the amorphous phase cementitious material forming a nano-molecular veneer. A process to make the ultrastable cementitious material. A tile backer board incorporating the ultrastable cementitious material and a process for making the tile backer board.

FOUNDATION WALL SYSTEM
20220064894 · 2022-03-03 ·

The invention relates to foundation wall system comprising: a foundation wall of a known height, thickness, and length; a plurality of lateral stiffeners structures integrated into the foundation wall at predetermined location along the length of the foundation wall.

FOUNDATION WALL SYSTEM
20220064894 · 2022-03-03 ·

The invention relates to foundation wall system comprising: a foundation wall of a known height, thickness, and length; a plurality of lateral stiffeners structures integrated into the foundation wall at predetermined location along the length of the foundation wall.

MOLD DESIGN AND PROCESS FOR CONSTRUCTING AN INSULATED PRECAST CONCRETE WALL SYSTEM
20210238848 · 2021-08-05 ·

A method of constructing a prefabricated wall structure comprising orienting interspaced stud molds having an H-shaped channel shape cross sections and edges defining an open portion of the channel shape, in a horizontal configuration within a framing means having a top, bottom, and sides and providing containing walls of the mold such that the edges of the molds form uppermost parts of the stud molds and are located within an essentially horizontal plane within the framing means; the stud molds being spaced equally between the top and bottom framing means to thereby create a space above and below, wherein the stud molds and framing means create cavities that are in fluid communication with one another; positioning rigid insulation panels within the framing means, to form a continuous surface within the framing means; pouring concrete into the enclosed forms so as to cover the rigid insulation panels and to fill the stud molds thereby forming the prefabricated wall structure, permitting the poured concrete to set; and removing the wall structure.

MOLD DESIGN AND PROCESS FOR CONSTRUCTING AN INSULATED PRECAST CONCRETE WALL SYSTEM
20210238848 · 2021-08-05 ·

A method of constructing a prefabricated wall structure comprising orienting interspaced stud molds having an H-shaped channel shape cross sections and edges defining an open portion of the channel shape, in a horizontal configuration within a framing means having a top, bottom, and sides and providing containing walls of the mold such that the edges of the molds form uppermost parts of the stud molds and are located within an essentially horizontal plane within the framing means; the stud molds being spaced equally between the top and bottom framing means to thereby create a space above and below, wherein the stud molds and framing means create cavities that are in fluid communication with one another; positioning rigid insulation panels within the framing means, to form a continuous surface within the framing means; pouring concrete into the enclosed forms so as to cover the rigid insulation panels and to fill the stud molds thereby forming the prefabricated wall structure, permitting the poured concrete to set; and removing the wall structure.

Mold design and process for constructing an insulated precast concrete wall system
11066828 · 2021-07-20 · ·

A wall structure comprising horizontal concrete base and top beams; two or more concrete vertical support members integrally joined to the base and top beams and meeting at an essentially right angle; wherein the two or more vertical support members define left and right wall boundaries, and wherein the top and base beams define top and a bottom wall boundaries, respectively; an exterior wall shell extending from the left to the right wall boundaries, and extending from the top to the bottom wall boundaries, and continuous with the base and top beams, and the support members; H-shaped insulation encompassing the vertical support members, attachment strips attached to the insulation along its length with fasteners joining the attachment strip to the vertical support member, wherein the fasteners pass though the insulation; and insulation attached to the exterior wall shell between the vertical support members.

Mold design and process for constructing an insulated precast concrete wall system
11066828 · 2021-07-20 · ·

A wall structure comprising horizontal concrete base and top beams; two or more concrete vertical support members integrally joined to the base and top beams and meeting at an essentially right angle; wherein the two or more vertical support members define left and right wall boundaries, and wherein the top and base beams define top and a bottom wall boundaries, respectively; an exterior wall shell extending from the left to the right wall boundaries, and extending from the top to the bottom wall boundaries, and continuous with the base and top beams, and the support members; H-shaped insulation encompassing the vertical support members, attachment strips attached to the insulation along its length with fasteners joining the attachment strip to the vertical support member, wherein the fasteners pass though the insulation; and insulation attached to the exterior wall shell between the vertical support members.

Structural wall panel system
11840836 · 2023-12-12 ·

A structural panel system formed from a substrate (such as cement board or paper) and structural metal studs (such as lightweight galvanized steel members), where the metal studs are embedded within an insulating core that is formed onto the substrate, where the metal studs are gapped from the inner surface of the substrate to prevent thermal energy from transferring from the substrate to the metal stud or vice versa. In addition, parallel assembly slots may be formed in the gap at the top and bottom ends of each panel assembly to provide connective access to the top and bottom ends of the metal studs for structural connection to the foundation at the bottom or other overhead structure at the top via connective components. The connective components include a bottom U-channel member and a top U-channel member that are configured to fit into the parallel assembly slots.