US3647173A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Concrete ceiling slab form installation and dome-supporting shore assembly therefor
Assignee: General Electric Co
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Filing: 1970-01-15
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Granted: 1972-03-07
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Expires: 1990-01-15
Abstract
Abstract A supporting shore for a concrete ceiling slab, having a vertically and downwardly shiftable rotatable member which normally supports the adjacent truncated four corners of a quadrilaterally arranged group of four inverted generally rectangular pan-shaped slab-supporting domes and which, in the lowered and rotated position of the member, moves out of operative register with two of the four corners so as to release the other two corners for dome-removal purposes, while at the same time the shore continues to support the concrete ceiling slab until the latter has become fully hardened.
Inventors
- 👤 Dennis R Pipala
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-08 20:59
CPC Classifications
E; E04; E04G; E04G11/00; E04G11/36; E04G11/40; E04G11/46; E04G11/48; E04G11/486; E04G25/00; E04G25/04; E04G25/06
Claims Analysis
Total Claims: 6
Claim 1
Independent Claim
346 words
In a concrete ceiling slab form installation, in combination, a plurality of generally coplanar rectangular slab-supporting domes arranged in checkerboard fashion and providing groups of domes which are disposed in horizontal contiguous quadrilateral relationship with converging corner regions, each dome being in the form of an integral inverted pan having a flat horizontal rectangular top wall, a continuous outwardly sloping sidewall comprised of four trapezoidal wall panels, a lower substantially continuous, generally rectangular, horizontal rim flange projecting outwardly from the lower rim of said sidewall, and a continuous vertical apron flange depending from the outer edge of said rim flange, the corner regions of the rim flange of each dome being truncated so that each of said groups defines a central rectangular void which interrupts the surface continuity of said rim flange, and a vertically disposed dome and slabsupporting shore cooperating with the converging corner regions of each of said groups, each shore comprising a post having its lower end resting on a foundation surface, a cradle member mounted on said post in the upper region thereof for rotation about the vertical axis of the post, said cradle member including a pair of ledgelike supports projecting laterally and radially outwardly from the post in opposite directions, said cradle member being movable between one angular position wherein said ledgelike supports extend in a seam line direction with respect to the checkerboard arrangement of domes and serve to underlie and support the converging corner regions of all of the domes of said group with the various apron flanges resting in on-edge fashion on said ledgelike supports, and another angular position wherein said ledgelike supports extend in a diagonal direction with respect to said checkerboard arrangement and are withdrawn from their underlying and supporting relationship with respect to the corner region of at least one of the domes of said group, and a rectangular filler plate disposed on the upper end of said post and projecting into the void that is established by said groups of domes in sealing relationship with respect to the marginal edges of the latter.
Claim 2
Dependent Claim
346 words
In a concrete ceiling slab form installation, in combination, a plurality of generally coplanar rectangular slab-supporting domes arranged in checkerboard fashion and providing groups of domes which are disposed in horizontal contiguous quadrilateral relationship with converging corner regions, each dome being in the form of an integral inverted pan having a flat horizontal rectangular top wall, a continuous outwardly sloping sidewall comprised of four trapezoidal wall panels, a lower substantially continuous, generally rectangular, horizontal rim flange projecting outwardly from the lower rim of said sidewall, and a continuous vertical apron flange depending from the outer edge of said rim flange, the corner regions of the rim flange of each dome being truncated so that each of said groups defines a central rectangular void which interrupts the surface continuity of said rim flange, and a vertically disposed dome and slabsupporting shore cooperating with the converging corner regions of each of said groups, each shore comprising a post having its lower end resting on a foundation surface, a cradle member mounted on said post in the upper region thereof for rotation about the vertical axis of the post, said cradle member including a pair of ledgelike supports projecting laterally and radially outwardly from the post in opposite directions, said cradle member being movable between one angular position wherein said ledgelike supports extend in a seam line direction with respect to the checkerboard arrangement of domes and serve to underlie and support the converging corner regions of all of the domes of said group with the various apron flanges resting in on-edge fashion on said ledgelike supports, and another angular position wherein said ledgelike supports extend in a diagonal direction with respect to said checkerboard arrangement and are withdrawn from their underlying and supporting relationship with respect to the corner region of at least one of the domes of said group, and a rectangular filler plate disposed on the upper end of said post and projecting into the void that is established by said groups of domes in sealing relationship with respect to the marginal edges of the latter.
Claim 3
Dependent Claim
118 words
In a concrete ceiling slab form installation, the combination set forth in claim 1, wherein said rim flanges have their corner regions truncated on a 45* bias so that the central voIds established thereby are of square outline, the combined radial extent of each pair of ledgelike supports is greater than the extent of one side edge of a central void, and the transverse width of each ledgelike support is less than the extent of said one side edge, whereby, when said ledgelike supports extend in a diagonal direction with respect to the checkerboard arrangement of domes, they are withdrawn from their supporting relationship with respect to the converging corner regions of a pair of diagonally aligned domes.
Claim 4
Dependent Claim
67 words
In a concrete ceiling slab form installation, the combination set forth in claim 1 and wherein said cradle member, in addition to being rotatably mounted on said post, also is vertically slidable on the latter between a raised position wherein said filler plate projects into said void, and a lowered position wherein said filler plate is withdrawn from said void to permit rotation of the filler plate.
Claim 5
Dependent Claim
39 words
In a ceiling slab form installation, the combination set forth in claim 3 and wherein said ledgelike supports are each provided with upstanding dome-retaining posts, and the apron flange of each dome normally encompasses one of said ledge supports.
Claim 6
Dependent Claim
132 words
In a concrete ceiling slab form installation, the combination set forth in claim 4, wherein said cradle member is in the form of a tubular sleeve which loosely encircles the post and is both slidable and circumferentially rotatable thereon, the ledgelike supports project radially outwardly from said sleeve, the post is provided with a fixed reaction shoulder below the level of the sleeve and upon which the lower edge of the sleeve is adapted to rest to determine the lowered position of the cradle member, and said shore is further provided with a removable reaction member adapted for interpositioning between the lower edge of said tubular sleeve and the reaction shoulder and upon which the lower edge of the sleeve is adapted to rest to determine the raised position of the cradle.
References Cited (Backward Citations)
US2734250A
Cited
US3430910A
Cited
USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1975-03-07 | 1975-09-06 | 1976-03-07 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1979-03-07 | 1979-09-06 | 1980-03-07 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1983-03-07 | 1983-09-06 | 1984-03-07 | $7700.00 | Window Closed / Lapsed |