US3986311A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Reinforcement for prestressed concrete members or buildings
Assignee: Philipp Holzmann AG
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Filing: 1975-06-19
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Granted: 1976-10-19
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Expires: 1995-06-19
Abstract
Abstract A reinforcement arrangement of high-tension resistant steel for prestressed concrete members or buildings, in which rigidly attached projecting portions protrude substantially from the periphery of the reinforcement. Passages between the projecting portions and the periphery of the reinforcement permit embedding of the reinforcement in the form of a bundle or packet consisting of one or several reinforcements, in a predetermined material which is subsequently introduced. Such material may be in the form of a corrosion inhibitor, or compact substance such as cement mortar. The reinforcement may be in the form of a multistrand wire or cable in which the projecting portions are annular and located at predetermined intervals along the length of the reinforcement. The projecting portions may be of iron or steel, as well as plastic material.
Inventors
- 👤 Ludwig Muhe
- 👤 Wolfram Illgner
- 👤 Andreas Krieg
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-03 10:42
CPC Classifications
E; E04; E04C; E04C5/00; E04C5/08; D; D07; D07B; D07B5/00; D07B5/005; E04C5/01; E04C5/02; E04C5/03; D07B2501/00; D07B2501/20; D07B2501/2015; D07B2501/2023
Claims Analysis
Total Claims: 21
Claim 1
Independent Claim
75 words
A reinforcement of high-tension resistant steel for prestressed concrete members or buildings comprising rigidly attached projecting portions protruding substantially from the periphery of said reinforcement; said projecting portions being distributed over the length of said reinforcement; said projecting portions being spaced apart lengthwise on said reinforcement and holding adjacent portions apart; passage means between said projecting portions and the periphery of adjacent portions, said passage means permitting embedding of said reinforcement in a predetermined material.
Claim 2
Dependent Claim
75 words
A reinforcement of high-tension resistant steel for prestressed concrete members or buildings comprising rigidly attached projecting portions protruding substantially from the periphery of said reinforcement; said projecting portions being distributed over the length of said reinforcement; said projecting portions being spaced apart lengthwise on said reinforcement and holding adjacent portions apart; passage means between said projecting portions and the periphery of adjacent portions, said passage means permitting embedding of said reinforcement in a predetermined material.
Claim 3
Dependent Claim
33 words
The reinforcement as defined in claim 1 and comprising further multistrand cable means, said projecting portions having an annular shape and being located at predetermined intervals along the longitudinal direction of said reinforcement.
Claim 4
Dependent Claim
16 words
The reinforcement as defined in claim 2 wherein said annular projecting portions are of ferrous material.
Claim 5
Dependent Claim
16 words
The reinforcement as defined in claim 2 wherein said annular projecting portions are of plastic material.
Claim 6
Dependent Claim
24 words
The reinforcement as defined in claim 2 wherein said annular projecting portions have a sleeve-like shape and have profile means at their outer periphery.
Claim 7
Dependent Claim
15 words
The reinforcement as defined in claim 5 wherein said profile means comprise helical wave indentations.
Claim 8
Dependent Claim
23 words
The reinforcement as defined in claim 2 wherein said annular projecting portions are spaced apart by an amount of 6 to 100 centimeters.
Claim 9
Dependent Claim
21 words
The reinforcement as defined in claim 2 wherein said annular projecting portions have a radial groove for attachment to the reinforcement.
Claim 10
Dependent Claim
17 words
The reinforcement as defined in claim 2 wherein said annular projecting portions are crimped onto said reinforcement.
Claim 11
Dependent Claim
17 words
The reinforcement as defined in claim 2 wherein said annular projecting portions are bonded to the reinforcement.
Claim 12
Dependent Claim
23 words
The reinforcement as defined in claim 1 and comprising further rod-shaped reinforcement steel, said projecting portions being rolled onto said rod-shaped reinforcement steel.
Claim 13
Dependent Claim
36 words
The reinforcement as defined in claim 11 wherein said projecting portions are rolled on said rod-shaped reinforcement steel in the form of longitudinal ribs spaced apart along the longitudinal direction of said reinforcement and transversely thereof.
Claim 14
Dependent Claim
23 words
The reinforcement as defined in claim 12 wherein said longitudinal ribs are arranged in rows spaced apart transversely and staggered in adjacent rows.
Claim 15
Dependent Claim
40 words
The reinforcement as defined in claim 1 and comprising further multistrand cable means, said projecting portions comprising at least one outer cable strand substantially larger in diameter than the remaining cable strands, said outer cable strand comprising a wire spacer.
Claim 16
Dependent Claim
16 words
The reinforcement as defined in claim 14 wherein said wire spacer as a substantially round cross-section.
Claim 17
Dependent Claim
44 words
The reinforcement as defined in claim 1 and comprising further multistrand cable means, said projecting portions comprising at least one additional wire in a groove between two outer cable strands and arranged helically along the stranded cable, said additional wire comprising a wire spacer.
Claim 18
Dependent Claim
15 words
The reinforcement as defined in claim 16 wherein said wire spacer has a predetermined cross-section.
Claim 19
Dependent Claim
21 words
The reinforcement as defined in claim 1 wherein said projecting portions comprise wound wire having turns spaced apart from each other.
Claim 20
Dependent Claim
126 words
A reinforcement as defined in claim 1 and comprising at least one reinforcement member wound in layers, a plurality of helical windings, a prestressed concrete pressure container having a horizontal winding channel in the container wall, said plurality of helical windings being wound around the wall of said prestressed concrete pressure container and in said horizontal winding channel, said winding channel having a rectangular cross-section and being open towards the exterior, a combination with force-locking connection of all reinforcements and reinforcement windings to one another and to the prestressed concrete pressure container being formed by filling all interstices between the reinforcements and the respective windings and all interstices between the reinforcement winding and the boundary surfaces of the winding channel with a substantially slow-setting hardening substance.
Claim 21
Dependent Claim
39 words
The reinforcement as defined in claim 19 wherein the boundary surfaces of said winding channel have wave-shaped profiles, and comprising further pass-through formed for filling the winding channel with said slow-setting substance for flowing around the entire reinforcement winding.
References Cited (Backward Citations)
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CA568009A
Cited
US843843A
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US3115727A
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US2938355A
Cited
US3347005A
Cited
USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1979-10-19 | 1980-04-19 | 1980-10-19 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1983-10-19 | 1984-04-19 | 1984-10-19 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1987-10-19 | 1988-04-19 | 1988-10-19 | $7700.00 | Window Closed / Lapsed |