US4472919A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Prefabricated building panel
Assignee: Hamilton Form Co Inc
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Filing: 1982-05-19
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Granted: 1984-09-25
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Expires: 2002-05-19
Abstract
Abstract A prefabricated load-bearing wall panel has a layer of concrete attached to a plurality of spaced apart parallel metal wall studs. The slab support is achieved by flexible bolsters secured at spaced locations to each stud and fastened to a reinforcing mesh embedded in the concrete slab. The bolsters, which are partially embedded in the slab, provide compressive and tensile support for the slab on the studs in a direction generally perpendicular to the general plane of the slab. In addition, the wall panel exhibits a synergistic effect in terms of composite design, wind load strength and shear strength.
Inventors
- 👤 Jack T. Nourse
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-07 16:24
CPC Classifications
E; E04; E04C; E04C2/00; E04C2/02; E04C2/04; E04C2/06; E04B; E04B2/00; E04B2/56; E04B2/562
Claims Analysis
Total Claims: 18
Claim 1
Independent Claim
197 words
A prefabricated load bearing wall panel comprising: a plurality of spaced apart and parallel elongated studs; bolster means comprising a plurality of substantially V-shaped pairs of legs, the two legs of each pair being joined at a juncture region, the legs being secured to the studs at spaced location along the length of each stud so that each stud has a plurality of pairs secured thereon, the pairs being positioned on the studs so that the juncture region of each pair extends in a common direction outwardly from the studs; a concrete reinforcing mesh supported on the bolster means, the juncture region of each pair being fastened to the mesh; a generally planar layer of concrete having an outer face and an opposite inner side, the concrete layer embedding the reinforcing mesh so that the legs of the pairs protrude from the inner side of the layer, the bolster means permitting the concrete layer to flex relative to the studs in direction of the general plane of the layer, and the bolster means providing compressive and tensile support for the layer relative to the studs in a direction generally perpendicular to the general plane of the layer.
Claim 2
Dependent Claim
197 words
A prefabricated load bearing wall panel comprising: a plurality of spaced apart and parallel elongated studs; bolster means comprising a plurality of substantially V-shaped pairs of legs, the two legs of each pair being joined at a juncture region, the legs being secured to the studs at spaced location along the length of each stud so that each stud has a plurality of pairs secured thereon, the pairs being positioned on the studs so that the juncture region of each pair extends in a common direction outwardly from the studs; a concrete reinforcing mesh supported on the bolster means, the juncture region of each pair being fastened to the mesh; a generally planar layer of concrete having an outer face and an opposite inner side, the concrete layer embedding the reinforcing mesh so that the legs of the pairs protrude from the inner side of the layer, the bolster means permitting the concrete layer to flex relative to the studs in direction of the general plane of the layer, and the bolster means providing compressive and tensile support for the layer relative to the studs in a direction generally perpendicular to the general plane of the layer.
Claim 3
Dependent Claim
52 words
The wall panel of claim 1 wherein each elongated stud is formed as a substantially C-shaped channel, the stud having a back web wall and a pair of generally parallel side walls connected to the web wall, and the bolster means being secured to the stud along one of the side walls.
Claim 4
Dependent Claim
60 words
The wall panel of claim 1 wherein the bolster means includes a plurality of elongated rods, each rod being secured to the juncture regions of the pairs secured on one of the studs so that the rod is fastened and aligned substantially parallel to the stud, and the rod being secured to the reinforcing mesh embedded in the concrete layer.
Claim 5
Dependent Claim
47 words
The wall panel of claim 1, further comprising: a load transfer mechanism for transferring shear load applied to the studs in direction parallel to the general plane of the layer to the concrete layer so that the studs and layer each bear portions of the shear load.
Claim 6
Dependent Claim
40 words
The wall panel of claim 4 wherein the transfer mechanism comprises: a plurality of braces secured generally perpendicularly between the studs, the braces being spaced apart and combining with the studs to form a structural frame for the wall panel.
Claim 7
Dependent Claim
37 words
The wall panel of claim 5 wherein the concrete layer extends past the frame at the side edges of the panel so that no portion of the frame is visible from the outer face of the layer.
Claim 8
Dependent Claim
63 words
The wall panel of claim 1, further comprising: a sill extending across a lower edge of the wall panel, the sill having an upwardly extending lip along an inner side adjacent the studs and a downwardly extending ramp along an outer side at the bottom edge of the concrete layer to thereby provide a drain for water in direction outwardly from the studs.
Claim 9
Dependent Claim
121 words
The wall panel of claim 1 wherein a stud is positioned adjacent each side edge of the panel, further comprising: a sill extending across a lower edge of the panel; a foundation for the panel, the panel being positioned over the foundation in an upstanding generally vertical position; and a plurality of anchor brackets, the brackets being secured to the foundation and spaced apart so that one bracket is aligned between the studs at the side edges of adjacent panels on the foundation, each bracket having a pair of upstanding members which are separately secured to the studs of the adjacent panels, and the brackets aligning the wall panels so that the outer faces of adjacent concrete layers are substantially coplanar.
Claim 10
Dependent Claim
37 words
The wall panel of claim 8 wherein the concrete layer extends past the studs adjacent the side edges of the panel and each end of the sill on each panel is notched to accommodate the anchor brackets.
Claim 11
Dependent Claim
38 words
The wall panel of claim 1 wherein the concrete layer is formed so that at least one of the edges of the layer has an integrally formed corner portion extending generally perpendicularly to the plane of the layer.
Claim 12
Dependent Claim
68 words
The wall panel of claim 1, further comprising: a sill extending across a lower end of the wall panel and bonded to the panel frame; and a top molding extending across an upper end of the wall panel and bonded to the panel frame, and the ends of the mesh at the upper and lower ends of the wall panel being bonded to the sill and top molding.
Claim 13
Dependent Claim
25 words
The wall panel of claim 4, further comprising: means on the frame for supporting additional building components such as a plurality of generally horizontal beams.
Claim 14
Dependent Claim
102 words
A modular wall panel characterized as comprising: a series of parallel metal studs and intervening braces forming a rigid framework; semi-rigid spacers bonded at spaced intervals across the outer edge of each of said studs and in alignment; a reinforcing rod bonded to said spacers along each of said studs; a reinforcing mesh overlying and bonded to said reinforcing rods; and said mesh, rods and portions of the spacers being embedded within a thin continuous hardened concrete layer, resulting in a modular wall panel providing load carrying capabilities greater than the rigid framework in terms of wind load resistance and shear strength.
Claim 15
Dependent Claim
102 words
A modular wall panel characterized as comprising: a series of parallel metal studs and intervening braces forming a rigid framework; semi-rigid spacers bonded at spaced intervals across the outer edge of each of said studs and in alignment; a reinforcing rod bonded to said spacers along each of said studs; a reinforcing mesh overlying and bonded to said reinforcing rods; and said mesh, rods and portions of the spacers being embedded within a thin continuous hardened concrete layer, resulting in a modular wall panel providing load carrying capabilities greater than the rigid framework in terms of wind load resistance and shear strength.
Claim 16
Dependent Claim
42 words
The modular wall panel of claim 13 wherein each stud has a back web wall and a pair of generally parallel side walls connected to the web wall, and the spacers being secured to the stud along one of the side walls.
Claim 17
Dependent Claim
67 words
The modular wall panel of claim 13, further comprising: a sill extending across a lower end of the wall panel and bonded to the panel frame; and a top molding extending across an upper end of the wall panel and bonded to the panel frame, the ends of the mesh at the top and bottom of the wall panel being bonded to the sill and top molding.
Claim 18
Dependent Claim
60 words
The modular wall panel of claim 13, wherein the intervening braces constitute a load transfer mechanism for transferring shear load applied to the studs in direction generally perpendicular to the length of the studs and parallel to the general plane of the layer to the concrete layer so that the studs and layer each bear portions of the shear load.
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USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1987-09-25 | 1988-03-26 | 1988-09-25 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1991-09-25 | 1992-03-26 | 1992-09-25 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1995-09-25 | 1996-03-26 | 1996-09-25 | $7700.00 | Window Closed / Lapsed |