# US 12,110,678 B2 · Reinforcement for a connector in a precast concrete panel > Agents: this data is available as JSON from the patentgrep API and MCP server — see https://patentgrep.com/llms.txt - Number: US 12,110,678 B2 - Document ID: US12110678B2 - Status: Granted - Kind: B2 - Application number: 17/371,675 - Filed: 2021-07-09 - Published: 2022-01-13 - Granted: 2024-10-08 - Earliest claimed: 2020-07-09 - Assignees: Meadow Burke, LLC - Applicants: Meadow Burke, LLC - Inventors: Michael J. Recker; Ronald G. Naumann; Kim E. Seeber - Web page: https://patentgrep.com/patent/US12110678B2 ## CPC - E04B 1/41: Connecting devices specially adapted for embedding in concrete or masonry ({joist hangers E04B1/2612; shear dowels E04B1/483;} spacers {other than masonry wall ties} for cavity walls E04B2/30, E04B2/44; connectors for reinforcing elements E04C5/16; fastening frames to the border of openings E06B1/56) - E04B 1/003: {Balconies; Decks} - E04C 5/06: of high bending resistance, i.e. of essentially three-dimensional [3D] extent, e.g. lattice girders {(anchorage devices specially adapted for balconies E04B1/0038; supporting devices for connector reinforcing rods for concrete walls E04G21/125)} - E04C 5/07: Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal (metal elements with non-structural coatings E04C5/01) - E04B 1/04: the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material - E04B 2103/02: of ceramics, concrete or other stone-like material - E04B: GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS (border constructions of opening in walls, floors or ceilings E06B1/00; {electromagnetic shielding H05K9/0001}) - E04C: STRUCTURAL ELEMENTS; BUILDING MATERIALS (for bridges E01D; specially designed for insulation or other protection E04B; elements used as building aids E04G; for mining E21; for tunnels E21D; structural elements with broader range of application than for building engineering F16, particularly F16S) ## Abstract A reinforcement system is provided to strengthen a precast concrete panel with a connector that joins the panel with another structure such as a floor joist or concrete slab. One or more hook bars can be embedded in the panel proximate to the receiving member to distribute forces from the connector to a much larger volume of the panel. To accomplish this distribution, at least one hook bar can be positioned in an anchor volume defined by anchor members of the receiving member, and at least one hook bar can be positioned outside of the anchor volume. The hook bars can be oriented with a main body portion positioned proximate to the receiving member of the connector to resist tension forces caused by a load on the connector, and end portions of the at least one hook bar encompass the larger volume of the panel. ## Claims ### Claim 1 A reinforcement system for a receiving member in a precast concrete panel, comprising: a precast concrete panel extending from a lower end to an upper end; a receiving member having a plurality of anchor members extending into the precast concrete panel, wherein at least two anchor members of the plurality of anchor members define an anchor volume therebetween, wherein a lower end of the receiving member is proximate to the lower end of the precast concrete panel; and a hook bar positioned in the precast concrete panel proximate to and uncoupled from the receiving member, the hook bar comprising: a body portion; a first intermediate portion connected on a first end to a lower end of the body portion; a first end portion connected to a second end of the first intermediate portion; and a second end portion spaced apart from the first end portion, wherein the first and second end portions are substantially parallel with the body portion, and wherein the first and second end portions form an open end that is oriented away from the receiving member. ### Claim 2 (depends on 1) The reinforcement system of claim 1, wherein the body portion is offset from a back surface of the receiving member. ### Claim 3 (depends on 2) The reinforcement system of claim 2, wherein the offset of the body portion from the back surface of the body portion from the back surface is between approximately 0 inch and half of a thickness of the precast concrete panel. ### Claim 4 (depends on 1) The reinforcement system of claim 1, wherein a lower end of the hook bar is offset from the lower end of the precast concrete panel. ### Claim 5 (depends on 1) The reinforcement system of claim 1, wherein the first intermediate portion has a curved shape and offsets the first end portion from the body portion. ### Claim 6 (depends on 5) The reinforcement system of claim 5, wherein the first intermediate portion has a constant radius of curvature. ### Claim 7 (depends on 1) The reinforcement system of claim 1, further comprising a second intermediate portion connected on a first end to an upper end of the body portion, wherein the second end portion is connected to a second end of the second intermediate portion. ### Claim 8 (depends on 7) The reinforcement system of claim 7, wherein the second intermediate portion has a curved shape and offsets the second end portion from the body portion. ### Claim 9 (depends on 8) The reinforcement system of claim 8, wherein the second intermediate portion has a constant radius of curvature. ### Claim 10 (depends on 1) The reinforcement system of claim 1, wherein the hook bar is positioned in the precast concrete panel, and the body portion of the hook bar is at least partially extending through the anchor volume.