FR2289695A1 - Pre keying tension members in stressed concrete anchorages - with external structure oriented force pressing member and wedge into anchor (OE150376) - Google Patents
Pre keying tension members in stressed concrete anchorages - with external structure oriented force pressing member and wedge into anchor (OE150376)Info
- Publication number
- FR2289695A1 FR2289695A1 FR7532805A FR7532805A FR2289695A1 FR 2289695 A1 FR2289695 A1 FR 2289695A1 FR 7532805 A FR7532805 A FR 7532805A FR 7532805 A FR7532805 A FR 7532805A FR 2289695 A1 FR2289695 A1 FR 2289695A1
- Authority
- FR
- France
- Prior art keywords
- wedge
- tension
- anchor
- keying
- pressing member
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/12—Anchoring devices
- E04C5/122—Anchoring devices the tensile members are anchored by wedge-action
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The tension member and the tension wedge are together pressed into the anchor unit, by a force acting on both member and wedge from outside, in the direction towards the stressed-concrete structure. A smaller degree of friction is pref. generated between the external surfaces of the tension wedges and the hole walling in the anchor unii, than between unit, than between the tension wedges and the tension wire. The exertion of pressure on the tension wire (2) and anchoring wedge (3) can be effected by a ring (7) enclosing the projecting end of the wire and bonded to it. The max. diameter of the wedge may be twice that of the tension wire. The teeth inside the wedge are not subjected to damage.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT878474A AT354029B (en) | 1974-10-31 | 1974-10-31 | PROCEDURE FOR PRELOAGING TENDON STRUCTURES IN ANCHOR |
Publications (2)
Publication Number | Publication Date |
---|---|
FR2289695A1 true FR2289695A1 (en) | 1976-05-28 |
FR2289695B1 FR2289695B1 (en) | 1979-08-10 |
Family
ID=3608487
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
FR7532805A Granted FR2289695A1 (en) | 1974-10-31 | 1975-10-27 | Pre keying tension members in stressed concrete anchorages - with external structure oriented force pressing member and wedge into anchor (OE150376) |
Country Status (5)
Country | Link |
---|---|
JP (1) | JPS5168934A (en) |
AT (1) | AT354029B (en) |
CH (1) | CH600105A5 (en) |
DE (1) | DE2547758B2 (en) |
FR (1) | FR2289695A1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0322317A1 (en) * | 1987-12-23 | 1989-06-28 | Alain Chaize | Anchoring device for a stretched reinforcing element |
EP3106583A1 (en) * | 2015-06-15 | 2016-12-21 | Christian L. Dahl | Rebar anchorage device and method for connecting same to a rebar |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT341736B (en) * | 1976-10-11 | 1978-02-27 | Vorspann Technik Gmbh | PROCESS FOR THE PRODUCTION OF A WIRE BUNDLE ANCHORAGE FOR CONCRETE STRUCTURES |
DE2822145C2 (en) * | 1978-05-20 | 1986-09-25 | Ed. Züblin AG, 7000 Stuttgart | Method of anchoring a tendon in a fixed wedge anchorage |
DE3427901A1 (en) * | 1984-07-28 | 1986-02-06 | Dyckerhoff & Widmann AG, 8000 München | Method for manufacturing a multipart ring wedge of a wedge anchoring for a prestressing element in a concrete structural part |
DE3536926A1 (en) * | 1985-10-17 | 1987-04-23 | Paul Maschinenfabrik Gmbh & Co | Wedge-anchoring means for pre-pressing |
CN116291645B (en) * | 2023-04-25 | 2023-09-22 | 中国矿业大学(北京) | High-prestress anchoring construction equipment and anchoring construction method |
-
1974
- 1974-10-31 AT AT878474A patent/AT354029B/en not_active IP Right Cessation
-
1975
- 1975-10-23 CH CH1371675A patent/CH600105A5/xx not_active IP Right Cessation
- 1975-10-24 DE DE19752547758 patent/DE2547758B2/en not_active Ceased
- 1975-10-27 FR FR7532805A patent/FR2289695A1/en active Granted
- 1975-10-28 JP JP12974775A patent/JPS5168934A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0322317A1 (en) * | 1987-12-23 | 1989-06-28 | Alain Chaize | Anchoring device for a stretched reinforcing element |
FR2625241A1 (en) * | 1987-12-23 | 1989-06-30 | Chaize Alain | LOCKING DEVICE FOR POWERED LONG REINFORCEMENT |
EP3106583A1 (en) * | 2015-06-15 | 2016-12-21 | Christian L. Dahl | Rebar anchorage device and method for connecting same to a rebar |
Also Published As
Publication number | Publication date |
---|---|
JPS5168934A (en) | 1976-06-15 |
DE2547758B2 (en) | 1979-03-22 |
DE2547758A1 (en) | 1976-05-06 |
CH600105A5 (en) | 1978-06-15 |
ATA878474A (en) | 1976-03-15 |
FR2289695B1 (en) | 1979-08-10 |
AT354029B (en) | 1979-12-10 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
ST | Notification of lapse |