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
Application number
FR7532805A
Other languages
French (fr)
Other versions
FR2289695B1 (en
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Vorspann Technik GmbH
Original Assignee
Vorspann Technik GmbH
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Vorspann Technik GmbH filed Critical Vorspann Technik GmbH
Publication of FR2289695A1 publication Critical patent/FR2289695A1/en
Application granted granted Critical
Publication of FR2289695B1 publication Critical patent/FR2289695B1/fr
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08Members specially adapted to be used in prestressed constructions
    • E04C5/12Anchoring devices
    • E04C5/122Anchoring 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.
FR7532805A 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) Granted FR2289695A1 (en)

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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Cited By (3)

* Cited by examiner, † Cited by third party
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