US4096680A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Reinforcement grid for steel concrete construction
Assignee: AVI Alpenlaendische Veredelungs Industrie GmbH
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Filing: 1977-05-09
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Granted: 1978-06-27
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Expires: 1997-05-09
Abstract
Abstract The invention relates to reinforcement grids for steel concrete construct and consisting of longitudinal transverse rods crossing one another which, at some or all of their crossing points, are connected by pieces of binding wire looped around the rods and closed by twisting their free ends together. In order to give the grid rectangular stability, within each mesh of the grid, or within each rectangular mesh group comprising a number of adjacent meshes, the binding wire loops at the four crossing points of the rods defining the mesh or mesh group are looped around the rods defining the mesh or mesh group are looped around the rods so that the planes of half the loops are 90° from the planes of the remaining loops, and the loops in each direction are uniformly present in the grid.
Inventors
- 👤 Klaus Ritter
- 👤 Gerhard Ritter
- 👤 Josef Ritter
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-10-23 20:00
CPC Classifications
E; E04; E04C; E04C5/00; E04C5/16; E04C5/162; E04C5/166; E04C5/01; E04C5/02; E04C5/04
Claims Analysis
Total Claims: 8
Claim 1
Independent Claim
103 words
A reinforcement grid for steel concrete construction, consisting essentially of longitudinal and transverse rods crossing one another at right angles, said transverse and longitudinal rods being tied together at a sufficient number of their crossing points to provide said grid with rectangular stability, each of said tieings being by means of a loop formed by twisting the ends of a piece of wire together, the planes of half of the loops thus formed being 90° away from the planes of the remaining loops, the loops in the said former planes and the loops in said latter planes being uniformly distributed in said grid.
Claim 2
Dependent Claim
103 words
A reinforcement grid for steel concrete construction, consisting essentially of longitudinal and transverse rods crossing one another at right angles, said transverse and longitudinal rods being tied together at a sufficient number of their crossing points to provide said grid with rectangular stability, each of said tieings being by means of a loop formed by twisting the ends of a piece of wire together, the planes of half of the loops thus formed being 90° away from the planes of the remaining loops, the loops in the said former planes and the loops in said latter planes being uniformly distributed in said grid.
Claim 3
Dependent Claim
24 words
A grid according to claim 1, wherein substantially all of said twists lie between the external planes which bound the surface of said grid.
Claim 4
Dependent Claim
29 words
A grid according to claim 1, wherein the twists composed of the twisted ends of said wires extend 90° upward from one of the external planes of said grid.
Claim 5
Dependent Claim
32 words
A grid according to claim 1, wherein the plane of each alternate loop on each transverse rod is 90° from the plane of each of its remaining loops on said transverse rod.
Claim 6
Dependent Claim
32 words
A grid according to claim 4, wherein the plane of each alternate loop on each longitudinal rod is parallel to the plane of each of the remaining loops on said longitudinal rod.
Claim 7
Dependent Claim
47 words
A grid according to claim 1, wherein the planes of the loop on each transverse rod are parallel to each other, and the plane of each alternate loop on each longitudinal rod is 90° from the plane of each of the remaining loops on said longitudinal rod.
Claim 8
Dependent Claim
21 words
A grid according to claim 1, wherein the transverse and longitudinal rods are tied together only at each alternate crossing point.
References Cited (Backward Citations)
USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1981-06-26 | 1981-12-26 | 1982-06-27 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1985-06-26 | 1985-12-26 | 1986-06-27 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1989-06-26 | 1989-12-26 | 1990-06-27 | $7700.00 | Window Closed / Lapsed |