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US4702053A Expired / Lapsed US ⏱️ 0.0 years remaining

Composite insulated wall

Assignee: HIBBARD CONSTRUCTION COMPANY 2335 N SHORTHILLS DRIVE AKRON OH 44313
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Filing: 1986-06-23
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Granted: 1987-10-27
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Expires: 2006-06-23
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Abstract

Abstract There is disclosed a reinforced, insulated concrete laminated wall. The central portion is a rigid insulation core through which vertical ladder structures extend transversely. Matched pairs of horizontal braces extend parallel to and abut the insulation core to hold it firmly in place. The horizontal braces rest on the rungs of the transverse vertical ladders and may be locked down to the rungs to prevent movement during concrete pouring. The wall is manufactured by positioning the core, ladders and braces medially between suitable forms. A single stage pour of concrete is then made to form the complete wall without resetting the forms. The wall may be constructed directly on a building foundation or prefabricated and subsequently positioned on the foundation.

Inventors

  • 👤 Donald B. Hibbard

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-08 00:43
CPC Classifications
E; E04; E04C; E04C2/00; E04C2/02; E04C2/04; E04C2/049; E04C2/044; E04C2/06; E04C2/26; E04C2/284; E04C2/288; E04C2002/045; E04C2002/046

Claims Analysis

Total Claims: 10
Claim 1
Independent Claim 290 words
A monolithic concrete insulated composite wall of predetermined vertical height, horizontal length and transverse width comprising: (a) an insulation core having a predetermined thickness and extending the full horizontal length and vertical height of said wall and having a plurality of individual insulation panels; (b) a continuous cast, outer concrete layer on a first side of said insulation core; (c) a continuous cast, inner concrete layer on a second side of said insulation core; (d) a plurality of vertical ladders positioned transversely of said insulation core and extending between adjacent individual insulation panels and extending the predetermined vertical height of said wall, each vertical ladder having a pair of parallel vertical members and a plurality of cross members spaced vertically apart and rigidly connected on each end to the parallel vertical members, said vertical ladder having a width less than the predetermined transverse width of the wall and greater than the transverse width of said insulation core; (e) a plurality of horizontal extending ladders lying in a plane perpendicular to said insulation core, said ladders being disposed in pairs on opposite sides of said insulation core and compressively positioned between said vertical members of said vertical ladder and said insulation core, each of said horizontal ladders having a vertical dimension less than the transverse dimension when positioned parallel to said cross member of said vertical ladder and having a multiplicity of openings along its horizontal length to allow communication and flow through said openings; (f) a means for preventing vertical movement of said horizontal ladders relative to said cross member of said vertical ladder; (g) said vertical ladder having a transverse dimension substantially equal to the thickness of the insulation core plus twice the transverse dimension of said horizontal ladders.
Claim 2
Dependent Claim 290 words
A monolithic concrete insulated composite wall of predetermined vertical height, horizontal length and transverse width comprising: (a) an insulation core having a predetermined thickness and extending the full horizontal length and vertical height of said wall and having a plurality of individual insulation panels; (b) a continuous cast, outer concrete layer on a first side of said insulation core; (c) a continuous cast, inner concrete layer on a second side of said insulation core; (d) a plurality of vertical ladders positioned transversely of said insulation core and extending between adjacent individual insulation panels and extending the predetermined vertical height of said wall, each vertical ladder having a pair of parallel vertical members and a plurality of cross members spaced vertically apart and rigidly connected on each end to the parallel vertical members, said vertical ladder having a width less than the predetermined transverse width of the wall and greater than the transverse width of said insulation core; (e) a plurality of horizontal extending ladders lying in a plane perpendicular to said insulation core, said ladders being disposed in pairs on opposite sides of said insulation core and compressively positioned between said vertical members of said vertical ladder and said insulation core, each of said horizontal ladders having a vertical dimension less than the transverse dimension when positioned parallel to said cross member of said vertical ladder and having a multiplicity of openings along its horizontal length to allow communication and flow through said openings; (f) a means for preventing vertical movement of said horizontal ladders relative to said cross member of said vertical ladder; (g) said vertical ladder having a transverse dimension substantially equal to the thickness of the insulation core plus twice the transverse dimension of said horizontal ladders.
Claim 3
Dependent Claim 26 words
A composite wall according to claim 1 further comprising a plurality of trusses extending transversely of said wall in a plane coincident with said vertical ladders.
Claim 4
Dependent Claim 149 words
A composite wall according to claim 1 wherein said horizontal ladders comprise a pair of lengthwise extending rods connected by a plurality of V shaped transverse members affixed at opposite ends to said pair of lengthwise extending rods such that said horizontal ladder forms a V shaped cross section when viewed parallel to the transverse members, said horizontal ladders being abuttingly positioned between one vertical member of said vertical ladder and said insulation core with one of said pair of lengthwise extending rods engaged against said insulation core and said other of the pair of lengthwise extending rods being engaged against said vertical member of said vertical ladder and said plurality of transverse members of said horizontal ladders extending below the cross members of said vertical ladder to form an aperture between said cross member of said vertical ladder and said V shaped transverse member of said horizontal ladder.
Claim 5
Dependent Claim 111 words
A composite wall according to claim 3 wherein said means for preventing vertical movement of said horizontal ladder is a plurality of lock pins positioned in said aperture formed between said V shaped transverse member of said horizontal ladder and said cross member of said vertical ladder, such that when the horizontal ladder is compressively positioned between the insulation core and the vertical member of the vertical ladder and resting on the cross member of the vertical ladder, each lock pin being securely wedged between the V shaped transverse member and the cross member of said vertical ladder to prevent vertical movement of said horizontal ladder relative to said vertical ladder.
Claim 6
Dependent Claim 30 words
A composite wall according to claim 1 wherein the vertical ladder extends transversely into inner concrete layer and said outer concrete layer to provide structural reinforcement to said composite wall.
Claim 7
Dependent Claim 25 words
A composite wall according to claim 1 wherein said cross members of the vertical ladders are perpendicular to said vertical member of said vertical ladder.
Claim 8
Dependent Claim 25 words
A composite wall according to claim 1 wherein said cross members of said vertical ladders are oblique to said vertical members of said vertical ladder.
Claim 9
Dependent Claim 25 words
A composite wall according to claim 1 wherein said cross members of said vertical ladder are non-metallic rods having a thermal conductivity lower than steel.
Claim 10
Dependent Claim 58 words
The composite wall according to claim 2 wherein each of said plurality of trusses include a pair of tangs adapted to receive the vertical members of the vertical ladder and wherein the vertical members of said vertical ladders are securely held to prevent transverse movement when said truss is positioned in a vertical plane transverse to said wall.

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1990-10-26 1991-04-27 1991-10-27 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1994-10-26 1995-04-27 1995-10-27 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1998-10-26 1999-04-27 1999-10-27 $7700.00 Window Closed / Lapsed

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