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US4090336A Expired / Lapsed US ⏱️ 0.0 years remaining

Insulated roofing structure

Assignee: CARROLL RES Inc
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Filing: 1975-04-14
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Granted: 1978-05-23
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Expires: 1995-04-14
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Abstract

Abstract A poured concrete insulated roofing structure installed over roof support members and having gypsum formboard with its underside adjacent the roof support members and secured to with its upper side adjacent rigid synthetic polymer foam, the polymer foam having spaces vertically therethrough over more than about 5 percent of the area of the gypsum formboard, and poured concrete over the foam and extending through the spaces into contact with more than about 5 percent of the formboard.

Inventors

  • 👤 Frank E. Carroll

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-10-27 20:15
CPC Classifications
E; E04; E04D; E04D13/00; E04D13/16; E04D13/1606; Y; Y10; Y10T; Y10T428/00; Y10T428/24; Y10T428/24355; Y10T428/249921; Y10T428/249953; Y10T428/249967; Y10T428/249968; Y10T428/249981; Y10T428/249987; Y10T428/24999

Claims Analysis

Total Claims: 11
Claim 1
Independent Claim 199 words
A poured insulated deck structure comprising: deck support members; moisture permeable gypsum formboard having an underside adjacent said deck support members; strips of rigid synthetic polymer foam having an underside adjacent the upperside of said gypsum formboard and having openings between said strips providing communication from above said foam to said formboard, said openings having an area of about 5 to 20 percent of the area of said formboard; reinforcing wire mesh over said foam; poured concrete adjacent the upperside of said foam and extending through said openings into contact with and adhering to about 5 to 20 percent of the area of the upperside of said gypsum formboard, said concrete continuing drying by escape of moisture through the formboard in the area of contact between the concrete and formboard, said concrete surrounding the portion of the deck support members above said formboard resulting in a reinforced concrete beam structure including the deck support members; additional concrete beam structures formed by concrete extending through openings between said strips of foam about midway between said deck support members, said additional beam structures adhering to said formboard preventing sagging; and a waterproof wearing surface to the exterior of the poured concrete.
Claim 2
Dependent Claim 199 words
A poured insulated deck structure comprising: deck support members; moisture permeable gypsum formboard having an underside adjacent said deck support members; strips of rigid synthetic polymer foam having an underside adjacent the upperside of said gypsum formboard and having openings between said strips providing communication from above said foam to said formboard, said openings having an area of about 5 to 20 percent of the area of said formboard; reinforcing wire mesh over said foam; poured concrete adjacent the upperside of said foam and extending through said openings into contact with and adhering to about 5 to 20 percent of the area of the upperside of said gypsum formboard, said concrete continuing drying by escape of moisture through the formboard in the area of contact between the concrete and formboard, said concrete surrounding the portion of the deck support members above said formboard resulting in a reinforced concrete beam structure including the deck support members; additional concrete beam structures formed by concrete extending through openings between said strips of foam about midway between said deck support members, said additional beam structures adhering to said formboard preventing sagging; and a waterproof wearing surface to the exterior of the poured concrete.
Claim 3
Dependent Claim 73 words
The poured insulated deck structure of claim 1 wherein said deck support members are sheet metal structural shapes which are symmetrical about a vertical bisecting plane having a central vertical web, two legs projecting at outward angles downwardly from the bottom of said web, each leg having a substantially horizontal flange projecting outwardly at its lower extremity upon which said formboard rests, and a stiffening member at the upper edge of said web.
Claim 4
Dependent Claim 18 words
The deck structure of claim 1 wherein said area of said strips is about 5 to 10 percent.
Claim 5
Dependent Claim 45 words
The deck structure of claim 1 wherein said foam is selected from the group consisting of polystyrene, styrene-maleic anhydride, phenolic, such as phenol formaldehyde, polyurethane, vinyl, such as polyvinyl chloride and copolymers of polyvinyl chloride and polyvinyl acetate, epoxy, polyethylene, urea formaldehyde, acrylic, and polyisocyanurate.
Claim 6
Dependent Claim 19 words
The deck structure of claim 4 wherein said foam is selected from the group consisting of polystyrene and polyurethane.
Claim 7
Dependent Claim 26 words
The deck structure of claim 1 wherein said concrete has a thickness of about 1 to about 3 inches over the surface of the polymer foam.
Claim 8
Dependent Claim 19 words
The deck structure of claim 1 wherein said foam has a thickness of about 1 to about 4 inches.
Claim 9
Dependent Claim 17 words
The deck structure of claim 1 wherein said concrete is lightweight concrete of a portland cement base.
Claim 10
Dependent Claim 332 words
A poured insulated deck structure comprising: sub-purlins of sheet metal structural shapes of a box section having a horizontal base, opposing vertical sides and upper horizontal flanges extending inwardly from the top of said sides forming an open slot between the terminus of said flanges; moisture permeable gypsum formboard adjacent to and secured against the top of said upper horizontal flanges of said sub-purlins; sheet metal clips having a vertical portion extending upwardly and downwardly from opposing slots, each of said opposing slots engaging one of said horizontal flanges of said box section when the axis of said clip and box section are at about 90° to each other, said upwardly extending vertical portion bending to a horizontal portion to engage the top of said formboard securing it against the top of said flanges, then bending to a substantially vertical upward portion and then bending to a substantially horizontal portion to provide uplift resistance when surrounded by concrete; strips of rigid synthetic polymer foam having an underside adjacent the upperside of said gypsum formboard and having openings between said strips providing communication from above said foam to said formboard, said openings having an area of about 5 to 20 percent of the area of said formboard; reinforcing wire mesh over said form; poured concrete adjacent the upperside of said foam and extending through said openings into contact with and adhering to about 5 to 20 percent of the area of the upperside of said gypsum formboard, said concrete continuing drying by escape of moisture through the formboard in the areas of contact between the concrete and formboard, said concrete surrounding the portion of said clips above said formboard resulting in a reinforced concrete beam structure including the deck support members; additional concrete beam structures formed by concrete extending through openings between said strips of foam about midway between said sub-purlins, said additional beam structures adhering to said formboard preventing sagging; and a waterproof wearing surface to the exterior of the poured concrete.
Claim 11
Dependent Claim 332 words
A poured insulated deck structure comprising: sub-purlins of sheet metal structural shapes of a box section having a horizontal base, opposing vertical sides and upper horizontal flanges extending inwardly from the top of said sides forming an open slot between the terminus of said flanges; moisture permeable gypsum formboard adjacent to and secured against the top of said upper horizontal flanges of said sub-purlins; sheet metal clips having a vertical portion extending upwardly and downwardly from opposing slots, each of said opposing slots engaging one of said horizontal flanges of said box section when the axis of said clip and box section are at about 90° to each other, said upwardly extending vertical portion bending to a horizontal portion to engage the top of said formboard securing it against the top of said flanges, then bending to a substantially vertical upward portion and then bending to a substantially horizontal portion to provide uplift resistance when surrounded by concrete; strips of rigid synthetic polymer foam having an underside adjacent the upperside of said gypsum formboard and having openings between said strips providing communication from above said foam to said formboard, said openings having an area of about 5 to 20 percent of the area of said formboard; reinforcing wire mesh over said form; poured concrete adjacent the upperside of said foam and extending through said openings into contact with and adhering to about 5 to 20 percent of the area of the upperside of said gypsum formboard, said concrete continuing drying by escape of moisture through the formboard in the areas of contact between the concrete and formboard, said concrete surrounding the portion of said clips above said formboard resulting in a reinforced concrete beam structure including the deck support members; additional concrete beam structures formed by concrete extending through openings between said strips of foam about midway between said sub-purlins, said additional beam structures adhering to said formboard preventing sagging; and a waterproof wearing surface to the exterior of the poured concrete.

References Cited (Backward Citations)

US2007148A Cited
US2174581A Cited
US3216167A Cited
US3295276A Cited
US3466222A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1981-05-22 1981-11-21 1982-05-23 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1985-05-22 1985-11-21 1986-05-23 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1989-05-22 1989-11-21 1990-05-23 $7700.00 Window Closed / Lapsed

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