Patent US3582647A successfully refreshed from Google Patents.
Patent US4359848A successfully refreshed from Google Patents.
US4359848A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Concrete slab assembly, especially for building facades
Assignee: Individual
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Filing: 1980-10-31
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Granted: 1982-11-23
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Expires: 2000-10-31
Abstract
Abstract A concrete plate assembly, e.g. as load carrying members or for building facades, comprises an inner concrete slab, an outer concrete slab spaced from the inner slab, and at least one main or stress-absorbing anchor embedded and interconnecting the slabs which are reinforced. The intervening space can be filled with an insulation and/or can constitute an insulating air space. According to the invention, at least one of the concrete slabs in the region of the connecting anchor, is provided with a closed reinforcing ring which lies in the plane of the slab, preferably midway of the cross section thereof, the anchor being embedded in the concrete within the reinforcing ring and preferably centrally thereof.
Inventors
- 👤 Ernst Haeussler
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-07 10:48
CPC Classifications
B; B28; B28B; B28B23/00; B28B23/02; B28B23/028; E; E04; E04C; E04C2/00; E04C2/02; E04C2/04; E04C2/044; E04C2/30; E04C2/34; E04C5/00; E04C5/16; E04C5/162; E04C2002/045; E04C2002/046; Y; Y10; Y10T; Y10T428/00; Y10T428/24; Y10T428/24174; Y10T428/24182; Y10T428/24942; Y10T428/2495; Y10T428/29; Y10T428/2913; Y10T428/2922; Y10T428/2925
Claims Analysis
Total Claims: 11
Claim 1
Independent Claim
116 words
A composite panel comprising: a first reinforced concrete slab formed with a planar reinforcing array; a second reinforced concrete slab coextensive with said first slab but spaced therefrom and having a respective planar reinforcing array; at least one load-carrying tubular main anchor embedded in the concrete of each of said slabs and traversing the space between said slab; and at least one convoluted wire reinforcing ring embedded in the concrete of one of said slabs and having a ring plane lying in the plane of said one of said slabs and spacedly surrounding said main anchor upon vibrating of said main anchor into said ring, the convolutions of said ring lying transverse to said ring plane.
Claim 2
Dependent Claim
116 words
A composite panel comprising: a first reinforced concrete slab formed with a planar reinforcing array; a second reinforced concrete slab coextensive with said first slab but spaced therefrom and having a respective planar reinforcing array; at least one load-carrying tubular main anchor embedded in the concrete of each of said slabs and traversing the space between said slab; and at least one convoluted wire reinforcing ring embedded in the concrete of one of said slabs and having a ring plane lying in the plane of said one of said slabs and spacedly surrounding said main anchor upon vibrating of said main anchor into said ring, the convolutions of said ring lying transverse to said ring plane.
Claim 3
Dependent Claim
20 words
The panel defined in claim 1 wherein said ring is secured to the array of said one of said slabs.
Claim 4
Dependent Claim
28 words
The panel defined in claim 1 wherein said ring is seated on said array of said one of said slabs on the side thereof turned toward said space.
Claim 5
Dependent Claim
22 words
The panel defined in claim 1 wherein said ring has a circular configuration and said anchor is coaxial with the centroid thereof.
Claim 6
Dependent Claim
33 words
The panel defined in claim 1 wherein said anchor is composed of steel strip and is provided along opposite edges embedded in said slabs with openings penetrated by the concrete of said slabs.
Claim 7
Dependent Claim
18 words
The panel defined in claim 5 wherein said main anchor is a sleeve forming a surface of revolution.
Claim 8
Dependent Claim
67 words
The panel defined in claim 5 wherein said main anchor is located at the centroid of said slabs and additional main anchors of strip configuration surrounded by respective reinforcing rings embedded in the concrete of said one of said slabs are disposed mirror symmetrically about the main anchor at said centroid, said panel being provided with auxiliary anchors connecting said slabs and disposed along the periphery thereof.
Claim 9
Dependent Claim
19 words
The panel defined in claim 7 wherein the flat main anchors are tangential to circles concentric with said centroid.
Claim 10
Dependent Claim
22 words
The panel defined in claim 1 wherein said main anchor is directly secured to the array of the other of said slabs.
Claim 11
Dependent Claim
42 words
The panel defined in claim 1 wherein said one of said slabs is a static load-bearing element and the other of said slabs is suspended from said one of said slabs, said one of said slabs being thicker than said other slab.
References Cited (Backward Citations)
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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) | 1985-11-22 | 1986-05-24 | 1986-11-23 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1989-11-22 | 1990-05-24 | 1990-11-23 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1993-11-22 | 1994-05-24 | 1994-11-23 | $7700.00 | Window Closed / Lapsed |