FR2422783A1 - Anchorage for concrete prestressing cable - has segmental demountable transmission ring between anchor dome and bearing ring - Google Patents
Anchorage for concrete prestressing cable - has segmental demountable transmission ring between anchor dome and bearing ringInfo
- Publication number
- FR2422783A1 FR2422783A1 FR7811149A FR7811149A FR2422783A1 FR 2422783 A1 FR2422783 A1 FR 2422783A1 FR 7811149 A FR7811149 A FR 7811149A FR 7811149 A FR7811149 A FR 7811149A FR 2422783 A1 FR2422783 A1 FR 2422783A1
- Authority
- FR
- France
- Prior art keywords
- ring
- demountable
- segmental
- cable
- anchorage
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The anchorage system is for use with multiple wire (3) cables for prestressed concrete structures (1), may be utilised in pressure vessels for nuclear reactors, and provides for the distressing of an unbonded cable. A segmental demountable transmission ring (8) is provided between a domed anchor block (9) and bearing ring (7). An enlarged duct mouth (6) allows the block (9) to move inwards when the ring (8) is removed. The two bearing faces (7b, 8a) of the segments (8) are inclined relative to the longitudinal axis of the cable and may be parallel. The duct mouth (6) is of a greater dia. than the anchor block (9), is of a lesser dia. than the transmission ring (8), and has a length which is equated to the extension of the cable.
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR7811149A FR2422783A1 (en) | 1978-04-14 | 1978-04-14 | Anchorage for concrete prestressing cable - has segmental demountable transmission ring between anchor dome and bearing ring |
ES479509A ES479509A1 (en) | 1978-04-14 | 1979-04-10 | Fixation device of prestressed concrete cable |
JP4522779A JPS607101B2 (en) | 1978-04-14 | 1979-04-13 | Prestressed concrete cable fixing device |
BE2/57729A BE875550A (en) | 1978-04-14 | 1979-04-13 | ANCHORING DEVICE ALLOWING TO RELAX A MULTI-STRAND PRE-STRESS CABLE |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR7811149A FR2422783A1 (en) | 1978-04-14 | 1978-04-14 | Anchorage for concrete prestressing cable - has segmental demountable transmission ring between anchor dome and bearing ring |
Publications (2)
Publication Number | Publication Date |
---|---|
FR2422783A1 true FR2422783A1 (en) | 1979-11-09 |
FR2422783B1 FR2422783B1 (en) | 1982-12-03 |
Family
ID=9207179
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
FR7811149A Granted FR2422783A1 (en) | 1978-04-14 | 1978-04-14 | Anchorage for concrete prestressing cable - has segmental demountable transmission ring between anchor dome and bearing ring |
Country Status (4)
Country | Link |
---|---|
JP (1) | JPS607101B2 (en) |
BE (1) | BE875550A (en) |
ES (1) | ES479509A1 (en) |
FR (1) | FR2422783A1 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114809693B (en) * | 2022-03-21 | 2023-05-02 | 重庆科技学院 | High-load self-restraint reinforcing device for existing reinforced concrete column |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH301364A (en) * | 1951-02-03 | 1954-09-15 | Beton & Monierbau Ag | Method for prestressing reinforced concrete components. |
DE1137195B (en) * | 1952-12-09 | 1962-09-27 | Sager & Woerner | Tendon anchorage for concrete components |
DE2423741A1 (en) * | 1974-05-16 | 1975-11-20 | Dyckerhoff & Widmann Ag | Stressed concrete reinforcing-wire-cluster anchorage - with additional reverse holes in disc to anchor outgoing individual elements |
-
1978
- 1978-04-14 FR FR7811149A patent/FR2422783A1/en active Granted
-
1979
- 1979-04-10 ES ES479509A patent/ES479509A1/en not_active Expired
- 1979-04-13 BE BE2/57729A patent/BE875550A/en not_active IP Right Cessation
- 1979-04-13 JP JP4522779A patent/JPS607101B2/en not_active Expired
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH301364A (en) * | 1951-02-03 | 1954-09-15 | Beton & Monierbau Ag | Method for prestressing reinforced concrete components. |
DE1137195B (en) * | 1952-12-09 | 1962-09-27 | Sager & Woerner | Tendon anchorage for concrete components |
DE2423741A1 (en) * | 1974-05-16 | 1975-11-20 | Dyckerhoff & Widmann Ag | Stressed concrete reinforcing-wire-cluster anchorage - with additional reverse holes in disc to anchor outgoing individual elements |
Also Published As
Publication number | Publication date |
---|---|
JPS54142819A (en) | 1979-11-07 |
ES479509A1 (en) | 1980-01-01 |
BE875550A (en) | 1979-07-31 |
FR2422783B1 (en) | 1982-12-03 |
JPS607101B2 (en) | 1985-02-22 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
ST | Notification of lapse |