EP1490554A1 - Dispositif d'ancrage pour un element de traction protege contre la corrosion, notamment un cable incline de pont haubane - Google Patents

Dispositif d'ancrage pour un element de traction protege contre la corrosion, notamment un cable incline de pont haubane

Info

Publication number
EP1490554A1
EP1490554A1 EP03718723A EP03718723A EP1490554A1 EP 1490554 A1 EP1490554 A1 EP 1490554A1 EP 03718723 A EP03718723 A EP 03718723A EP 03718723 A EP03718723 A EP 03718723A EP 1490554 A1 EP1490554 A1 EP 1490554A1
Authority
EP
European Patent Office
Prior art keywords
anchoring device
anchor
anchor body
perforated disc
tension elements
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
EP03718723A
Other languages
German (de)
English (en)
Other versions
EP1490554B1 (fr
Inventor
Oswald NÜTZEL
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.)
Dywidag Systems International GmbH
Original Assignee
Dywidag Systems International 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 Dywidag Systems International GmbH filed Critical Dywidag Systems International GmbH
Publication of EP1490554A1 publication Critical patent/EP1490554A1/fr
Application granted granted Critical
Publication of EP1490554B1 publication Critical patent/EP1490554B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/14Towers; Anchors ; Connection of cables to bridge parts; Saddle supports

Definitions

  • the screw bolts which press the perforated washer, sealing washer and armature washer, must be loosened. Due to the deformations in the transverse direction on the one hand and the deflecting forces of the strands acting on the perforated disk on the other, but also due to age-related creeping of the plastic, the perforated disk cannot be removed without additional force after loosening the screw bolts when the surface pressure on the disks decreases return to their original location; this is all the less because the tubular casing in the area adjoining the armature disk here consists of an anchor tube which is conically shaped in accordance with the expansion of the strands toward the armature disk. To replace individual strands, the entire armature disk must be loosened, otherwise there is a risk that the deformed sealing washer will be damaged when the strands are pulled.
  • the object of the invention is to provide a simpler and more economical option for sealing the anchoring area of such a tension member, which enables the breathing of the sealing washers without additional effort and thus a simple exchange of individual strands.
  • the ring wedges 4 are additionally secured by means of a wedge securing plate 16 which contains a number of bores corresponding to the number and the diameter of the strands 3.
  • Screw bolts 17 pass through the wedge lock plate 16, the anchor body 6 and the sealing washers 12 and the pressure plate 13.
  • the sealing washers 12 are pressed together, causing them to expand in the transverse direction and to firmly enclose the tension elements 2.
  • the anchoring area of the tension member 1 is sealed against the building side. Any condensation water that occurs within the casing 10 can be drained off via an opening 19.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Reinforcement Elements For Buildings (AREA)
EP03718723A 2002-04-03 2003-04-02 Dispositif d'ancrage pour un element de traction protege contre la corrosion, notamment un cable incline de pont haubane Expired - Lifetime EP1490554B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE20205149U DE20205149U1 (de) 2002-04-03 2002-04-03 Korrosionsgeschütztes Zugglied, insbesondere Schrägseil für eine Schrägseilbrücke
DE20205149U 2002-04-03
PCT/EP2003/003428 WO2003083216A1 (fr) 2002-04-03 2003-04-02 Dispositif d'ancrage pour un element de traction protege contre la corrosion, notamment un cable incline de pont haubane

Publications (2)

Publication Number Publication Date
EP1490554A1 true EP1490554A1 (fr) 2004-12-29
EP1490554B1 EP1490554B1 (fr) 2010-10-13

Family

ID=7969612

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03718723A Expired - Lifetime EP1490554B1 (fr) 2002-04-03 2003-04-02 Dispositif d'ancrage pour un element de traction protege contre la corrosion, notamment un cable incline de pont haubane

Country Status (9)

Country Link
US (1) US7181890B2 (fr)
EP (1) EP1490554B1 (fr)
JP (1) JP4257216B2 (fr)
AT (1) ATE484628T1 (fr)
AU (1) AU2003222790A1 (fr)
DE (2) DE20205149U1 (fr)
ES (1) ES2354262T3 (fr)
PT (1) PT1490554E (fr)
WO (1) WO2003083216A1 (fr)

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WO2003102331A1 (fr) * 2002-05-30 2003-12-11 Anderson Technology Corporation Structure de partie extremite contrainte de corps a structure de beton precontraint et procede de fabrication de cette partie extremite contrainte
KR101135760B1 (ko) * 2003-06-02 2012-04-24 프레이씨네 평행 와이어 케이블 계류방법
FR2883376B1 (fr) * 2005-03-17 2007-06-15 Fressinet Internat Stup Procede de detection de rupture au sein d'une structure et systeme pour la mise en oeuvre du procede
ES2317743B1 (es) * 2006-06-30 2010-02-05 Tecnicas Del Pretensado Y Servicios Auxiliares, S.L. Sistema de estanqueidad para anclajes en puentes atirantados.
DE102007031065B4 (de) * 2007-06-28 2011-05-05 Nordex Energy Gmbh Windenergieanlagenturm
US9065874B2 (en) 2009-01-15 2015-06-23 Social Communications Company Persistent network resource and virtual area associations for realtime collaboration
AU2010336022B2 (en) * 2009-12-23 2014-08-14 Geotech Pty Ltd An anchorage system
EP2550400B2 (fr) * 2010-03-26 2023-06-14 VSL International AG Agencement d'étanchéité
FR2973818B1 (fr) * 2011-04-07 2017-06-02 Soletanche Freyssinet Procede et dispositif de protection de l'extremite d'un cable ancre
KR101814886B1 (ko) * 2012-12-18 2018-01-04 보벤 프로퍼티즈 게엠베하 앵커, 인장 장치, 풍력 발전 설비, 그리고 앵커 상의 인장 응력 하에서의 인장 부재 스트랜드의 인장 방법
CN103147538B (zh) * 2013-03-01 2015-12-30 柳州欧维姆机械股份有限公司 一种锚头密封结构组件
DE102013215136A1 (de) * 2013-08-01 2015-02-05 Dywidag-Systems International Gmbh Korrosionsgeschütztes Zugglied und plastisch verformbare Scheibe aus Korrosionsschutzmaterial für ein derartiges Zugglied
CN104929042B (zh) * 2015-06-23 2017-01-11 柳州欧维姆机械股份有限公司 拉索锚固区带防水预警体系的密封锚索及其制作安装方法
KR20180026394A (ko) * 2015-07-01 2018-03-12 파우에스엘 인터나치오날 아게 앵커리지 조립체, 앵커리지 조립체가 있는 콘크리트 구조물, 및 콘크리트 구조물의 제조 방법
CN106702898B (zh) * 2017-02-27 2018-09-04 郑州大学 一种平行钢丝拉索锚头及其制作方法
CN108643454B (zh) * 2018-07-17 2023-07-25 柳州欧维姆机械股份有限公司 一种体内单束密封的预应力群锚体系及其施工方法
CN109990995B (zh) * 2019-04-17 2024-05-31 广州珠江黄埔大桥建设有限公司 一种桥梁锚固系统锚头的防护监测装置
JP7054113B2 (ja) * 2019-07-31 2022-04-13 株式会社Kmc プレストレスコンクリート構造物の定着部構造
JP7348450B2 (ja) * 2019-09-30 2023-09-21 住友電気工業株式会社 緊張材の定着構造
CN110823921B (zh) * 2019-11-20 2022-07-05 南通大学 一种可光学检测钢丝锈蚀的系杆拱桥吊杆及其加工方法
CN113463515B (zh) * 2021-07-18 2023-01-03 广西路建工程集团有限公司 一种双重密封拉索锚具的施工方法
CN114293453B (zh) * 2021-12-02 2023-12-05 中铁第四勘察设计院集团有限公司 塔柱、索塔腹壁贯穿式锚固结构及斜拉桥
CN114032768B (zh) * 2021-12-03 2023-05-23 柳州欧维姆机械股份有限公司 平行钢绞线拉索预埋管管口密封结构及方法
CN114059449B (zh) * 2021-12-03 2023-05-23 柳州欧维姆机械股份有限公司 平行钢绞线拉索预埋管管口密封结构及方法
CN116516794B (zh) * 2023-04-28 2023-11-28 中交公路规划设计院有限公司 一种索塔与钢横梁的预应力钢束连接装置及施工方法
US11965334B1 (en) * 2024-01-11 2024-04-23 King Faisal University Multi-layer wedge anchorage for fiber-reinforced polymer (FRP) plates and tendons

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CH657406A5 (de) * 1980-05-24 1986-08-29 Strabag Bau Ag Verankerung fuer ein buendel von spanndraehten.
DE3138807C2 (de) * 1981-09-30 1986-10-30 Dyckerhoff & Widmann AG, 8000 München Freies gespanntes Zugglied, insbesondere Schrägkabel für eine Schrägkabelbrücke
DE3224702C2 (de) * 1982-07-02 1986-01-16 Dyckerhoff & Widmann AG, 8000 München Vorrichtung zum Verankern und Koppeln eines Bündelspannglieds für Spannbeton
US4484425A (en) * 1982-07-21 1984-11-27 Figg And Muller Engineers, Inc. Anchorage of cables
DE3644551C2 (de) * 1986-12-24 1994-12-08 Zueblin Ag Verankerung für ein verbundloses Spannglied
CH676617A5 (fr) * 1987-03-13 1991-02-15 Dyckerhoff & Widmann Ag
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FR2623551B1 (fr) * 1987-11-25 1992-04-24 Freyssinet Int Stup Perfectionnements aux haubans et a leurs composants
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DE10062227A1 (de) * 2000-12-13 2002-06-20 Dyckerhoff & Widmann Ag Verfahren zum Einbauen und Spannen eines freigespannten Zugglieds, insbesondere eines Schrägseils für eine Schrägseilbrücke sowie Verankerungsvorrichtung zum Durchführen des Verfahrens
KR101135760B1 (ko) * 2003-06-02 2012-04-24 프레이씨네 평행 와이어 케이블 계류방법

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Also Published As

Publication number Publication date
US20050066595A1 (en) 2005-03-31
DE50313183D1 (de) 2010-11-25
JP4257216B2 (ja) 2009-04-22
ATE484628T1 (de) 2010-10-15
WO2003083216A1 (fr) 2003-10-09
US7181890B2 (en) 2007-02-27
JP2005521811A (ja) 2005-07-21
EP1490554B1 (fr) 2010-10-13
PT1490554E (pt) 2010-12-21
AU2003222790A1 (en) 2003-10-13
DE20205149U1 (de) 2002-07-04
ES2354262T3 (es) 2011-03-11

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