초록 ▼

Wall system employing lightweight precast concrete wall panels. The precast wall panels include a concrete slab and a plurality of spaced-apart elongated generally parallel bent sheet metal channels that are partially embedded in the slab. Each wall panel can be coupled to a support wall by extendin

Wall system employing lightweight precast concrete wall panels. The precast wall panels include a concrete slab and a plurality of spaced-apart elongated generally parallel bent sheet metal channels that are partially embedded in the slab. Each wall panel can be coupled to a support wall by extending self-tapping screws through metallic wall framing members and the channels at locations where the framing members and channels cross.

대표청구항 ▼

1. A lightweight precast wall panel comprising:a concrete slab; and a plurality of elongated spaced-apart channels coupled to the slab, each of said channels including a substantially flat cross member and a pair of spaced-apart side members extending from the cross member, said side members being p

1. A lightweight precast wall panel comprising:a concrete slab; and a plurality of elongated spaced-apart channels coupled to the slab, each of said channels including a substantially flat cross member and a pair of spaced-apart side members extending from the cross member, said side members being partially embedded in the slab, said cross member being spaced from the slab, said side member including a proximal end proximate the cross member and a distal end at least partly embedded in the slab, said distal end of the side member presenting a plurality of projections defined between a plurality of notches. 2. The wall according to claim 1,each of said channels being formed of a single piece of sheet metal. 3. The wall according to claim 1,said channels extending generally parallel to one another, said channels extending substantially the full width of the slab. 4. The wall panel according to claim 3,each of said channels being formed of a single piece of bent 14-26 gauge sheet metal. 5. The wall panel according to claim 1,each of said channels having a substantially hat-shaped orthogonal cross section. 6. The wall panel according to claim 1,said wall panel having a weight in the range of from about 4 to about 30 pounds per square foot, said concrete slab having a thickness in the range of from about 1 to about 4 inches. 7. The wall panel according to claim 1,said cross member being spaced at least about 0.25 inches from the slab. 8. The wall panel according to claim 7,said slab presenting a substantially flat inside surface from which the channels project, said cross member being defined along a plane that is at least substantially parallel to the inside surface of the slab. 9. The wall panel according to claim 8,said cross member being spaced from the inside surface of the slab a distance in the range of from about 0.5 to about 3 inches. 10. The wall panel according to claim 9,said cross member being formed of metal, said cross member having a thickness in the range of from about 0.02 to about 0.1 inches. 11. The wall panel according to claim 1,each of said cross members of said plurality of channels presenting a respective substantially flat outer channel surface, said outer channel surfaces of said plurality of channels being substantially coplanar. 12. The wall panel according to claim 1,said side members diverging from one another as the side members extend away from the cross member, said side members extending from the cross member at a divergence angle in the range of from about 15 to about 45 degrees. 13. The wall panel according to claim 1,each of said projections extending at least 0.5 inches into the slab, each of said notches extending in the range of from about 0.25 to about 2 inches into the side member with which that notch is associated. 14. The wall panel according to claim 1,each of said projections presenting a holding surface embedded in the slab, said holding surface being adapted to substantially prevent the channel with which the holding surface is associated from pulling out of the slab, said holding surface extending generally transverse to the direction in which the side member with which that holding surface is associated extends from the cross member, said holding surface facing more towards the cross member with which that holding surface is associated than away from the cross member with which that holding surface is associated. 15. The wall panel according to claim 1,each of said projections including a substantially flat leg portion and a substantially flat foot portion, each of said foot portions being entirely embedded in the slab, each of said foot portions extending along a plane that is transverse to the plane along which the leg portion associated with that foot portion extends. 16. The wall panel according to claim 1,said cross member being coupled to and extending generally between the proximal ends of the side members.