US4702048A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Bubble relief form for concrete
Assignee: Individual
•
Filing: 1984-04-06
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Granted: 1987-10-27
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Expires: 2004-04-06
Abstract
Abstract A rigid, light-weight, thermoplastic bubble insulation form for cast in situ concrete slabs includes hemispherical void spaces for reduction of concrete volume and thermal insulation characteristics. An upper hemispheric surface provides an integral seating arrangement for wire mesh reinforcement. An under-surface of the form includes spacer nodules for facilitating drainage. The bubble relief form is water impervious for controlling curing of the concrete and further is supplied in modular units adapted for trimming and overlapping spliced connections.
Inventors
- 👤 Paul Millman
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-07 18:40
CPC Classifications
E; E04; E04B; E04B5/00; E04B5/48; E02; E02D; E02D27/00; E02D27/01; E04B2/00; E04B2/84
Claims Analysis
Total Claims: 8
Claim 1
Independent Claim
172 words
A modular bubble relief form adapted for incorporation within a concrete slab on grade comprising a substantially planar base member of light-weight, water impervious, thermoplastic material, said base member being conformably positionable on a subgrade for accommodatingly confining concrete in a plastic state for controlled curing, said base member further including a matrix of convex relief areas in an uppersurface of the base member defining a reinforcement support plane said convex relief areas further controlling flow distribution of the concrete, seating means including integral tab elements within the reinforcement support plane for snugly receiving a concrete reinforcement member, an undersurface of said base member defining concave void spaces corresponding to the respective relief areas, said void spaces providing a reduction of the concrete volume and air insulation pockets for the concrete slab when the undersurface is in confronting relationship with the subgrade and a plurality of uniform spacer nodules projecting from the undersurface of the base member, said nodules providing displacement of the concrete slab from the subgrade for ground water drainage.
Claim 2
Dependent Claim
172 words
A modular bubble relief form adapted for incorporation within a concrete slab on grade comprising a substantially planar base member of light-weight, water impervious, thermoplastic material, said base member being conformably positionable on a subgrade for accommodatingly confining concrete in a plastic state for controlled curing, said base member further including a matrix of convex relief areas in an uppersurface of the base member defining a reinforcement support plane said convex relief areas further controlling flow distribution of the concrete, seating means including integral tab elements within the reinforcement support plane for snugly receiving a concrete reinforcement member, an undersurface of said base member defining concave void spaces corresponding to the respective relief areas, said void spaces providing a reduction of the concrete volume and air insulation pockets for the concrete slab when the undersurface is in confronting relationship with the subgrade and a plurality of uniform spacer nodules projecting from the undersurface of the base member, said nodules providing displacement of the concrete slab from the subgrade for ground water drainage.
Claim 3
Dependent Claim
48 words
A bubble reflief form for a concrete slab as claimed in claim 1 wherein the relief areas defined a pattern of dome-shaped curvatures said curvatures further being spaced apart so as to provide work clearance therebetween for facilitating installation of the reinforcement members and pouring of the concrete.
Claim 4
Dependent Claim
29 words
A bubble relief form for a concrete slab as claimed in claim 2 wherein the tab members lie within a horizontal plane being substantially tangent to the dome-shaped curvatures.
Claim 5
Dependent Claim
35 words
A bubble relief form for a concrete slab as claimed in claim 1 wherein the tab elements are arranged upon the upper surface of each relief area and are adapted to receive orthogonal mesh reinforcement.
Claim 6
Dependent Claim
26 words
A bubble relief form for a concrete slab as claimed in claim 1 wherein the relief areas are spaced a distance of 12 inches between centers.
Claim 7
Dependent Claim
144 words
A bubble relief form in combination with a concrete slab comprising a substantially planar base member adapted for placement on a subgrade, said base member including a matrix of convex relief areas in an uppersurface, seating means including tab elements projecting from said relief areas, a plurality of concrete reinforcement members, said tab elements being adapted for snuggly engaging said reinforcement members, a uniform thickness of concrete positioned on the uppersurface, said concrete being in communication with the reinforcement members and conforming to the relief areas, said base member further defining an undersurface including concave void spaces corresponding to the respective relief areas, said void spaces providing air insulation pockets between the undersurface and the subgrade, a plurality of spacer nodules extending from the undersurface of the base member, said nodules being adapted for displacing the undersurface from the subgrade for ground water drainage.
Claim 8
Dependent Claim
144 words
A bubble relief form in combination with a concrete slab comprising a substantially planar base member adapted for placement on a subgrade, said base member including a matrix of convex relief areas in an uppersurface, seating means including tab elements projecting from said relief areas, a plurality of concrete reinforcement members, said tab elements being adapted for snuggly engaging said reinforcement members, a uniform thickness of concrete positioned on the uppersurface, said concrete being in communication with the reinforcement members and conforming to the relief areas, said base member further defining an undersurface including concave void spaces corresponding to the respective relief areas, said void spaces providing air insulation pockets between the undersurface and the subgrade, a plurality of spacer nodules extending from the undersurface of the base member, said nodules being adapted for displacing the undersurface from the subgrade for ground water drainage.
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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) | 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 |