WO2005026471A8 - Verankerung für bandförmige zugglieder an tragwerken - Google Patents

Verankerung für bandförmige zugglieder an tragwerken

Info

Publication number
WO2005026471A8
WO2005026471A8 PCT/EP2004/009766 EP2004009766W WO2005026471A8 WO 2005026471 A8 WO2005026471 A8 WO 2005026471A8 EP 2004009766 W EP2004009766 W EP 2004009766W WO 2005026471 A8 WO2005026471 A8 WO 2005026471A8
Authority
WO
WIPO (PCT)
Prior art keywords
base plate
clamping
traction
plate
anchoring
Prior art date
Application number
PCT/EP2004/009766
Other languages
English (en)
French (fr)
Other versions
WO2005026471A1 (de
Inventor
Hans-Peter Andrae
Markus Maier
Roger Beyerlein
Original Assignee
Leonhardt Andrae Und Partner B
Hans-Peter Andrae
Markus Maier
Roger Beyerlein
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 Leonhardt Andrae Und Partner B, Hans-Peter Andrae, Markus Maier, Roger Beyerlein filed Critical Leonhardt Andrae Und Partner B
Priority to EP04764725A priority Critical patent/EP1664461A1/de
Priority to US10/554,196 priority patent/US7658041B2/en
Priority to JP2006525101A priority patent/JP2007505236A/ja
Publication of WO2005026471A1 publication Critical patent/WO2005026471A1/de
Publication of WO2005026471A8 publication Critical patent/WO2005026471A8/de

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E04G2023/0251—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements
    • E04G2023/0255—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements whereby the fiber reinforced plastic elements are stressed
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E04G2023/0251—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements
    • E04G2023/0255—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements whereby the fiber reinforced plastic elements are stressed
    • E04G2023/0259—Devices specifically adapted to stress the fiber reinforced plastic elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E04G2023/0251—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements
    • E04G2023/0262—Devices specifically adapted for anchoring the fiber reinforced plastic elements, e.g. to avoid peeling off

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Connection Of Plates (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

Bei einer Verankerung für gespannte bandförmige Zugglieder an Tragwerken, insbesondere Betontragwerken, wobei das Zugglied zwischen einer am Tragwerk befestigten Grundplatte und einer gegen die Grundplatte klemmbaren Klemmplatte aufgenommen und durch Klebung und Klemmung fixiert ist, stützt sich die Klemmplatte (14, 15) an der Grundplatte (3, 6) in Zugrichtung des Zuggliedes (1) formschlüssig ab. Die Klemmplatte (14, 15) kann beiderseits des Zuggliedes (1) jeweils einen nach unten vorspringenden Haltenocken (20) aufweisen, der jeweils in eine Halteaussparung (21) der Grundplatte (3 bzw. 6) eingreift, oder kann auf beiden Seiten jeweils einen Haltevorsprung (22) aufweisen, der sich jeweils an einem mit der Grundplatte (3, 6) verbundenen Anschlag (23, 25) abstützt. Die Anschläge (23, 25) an der Oberseite der Grundplatte (3, 6) sind beiderseits und/oder im Bereich der Stirnseite der Klemmplatte (14, 15) angeschweißte Schubknaggen. Die Klemmplatte (14, 15) ist mittels einer in Zugrichtung des Zuggliedes (1) angreifenden, abnehmbar angebrachten Positioniereinrichtung (26) in ihrer Lage in formschlüssiger Abstützung an der Grundplatte (3, 6) festlegbar. Die Positioniereinrichtung (26) ist ein zwischen der Klemmplatte (14, 15) und einer mit der Grundplatte (3, 6) verbundenen Brücke (28) wirkender Gewindestab (27).
PCT/EP2004/009766 2003-09-09 2004-09-02 Verankerung für bandförmige zugglieder an tragwerken WO2005026471A1 (de)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP04764725A EP1664461A1 (de) 2003-09-09 2004-09-02 Verankerung für bandförmige zugglieder an tragwerken
US10/554,196 US7658041B2 (en) 2003-09-09 2004-09-02 Anchoring for strip-shaped traction elements on supporting structures
JP2006525101A JP2007505236A (ja) 2003-09-09 2004-09-02 支持構造物に沿っての、ベルト形状の引張要素のための固着装置

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10341376.6 2003-09-09
DE10341376A DE10341376A1 (de) 2003-09-09 2003-09-09 Verankerung für bandförmige Zugglieder an Tragwerken

Publications (2)

Publication Number Publication Date
WO2005026471A1 WO2005026471A1 (de) 2005-03-24
WO2005026471A8 true WO2005026471A8 (de) 2005-08-11

Family

ID=34223463

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2004/009766 WO2005026471A1 (de) 2003-09-09 2004-09-02 Verankerung für bandförmige zugglieder an tragwerken

Country Status (6)

Country Link
US (1) US7658041B2 (de)
EP (1) EP1664461A1 (de)
JP (1) JP2007505236A (de)
KR (1) KR20060066170A (de)
DE (1) DE10341376A1 (de)
WO (1) WO2005026471A1 (de)

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102159768A (zh) * 2008-06-12 2011-08-17 犹他大学研究基金会 细长加强构件的锚固、拼接和张紧
US8904721B2 (en) * 2008-06-12 2014-12-09 University Of Utah Research Foundation Anchoring, splicing and tensioning elongated reinforcement members
IT1399040B1 (it) * 2010-01-27 2013-04-05 Fidia Srl Procedimento per il rinforzo di elementi strutturali
CA2793733A1 (en) 2010-04-13 2011-10-20 The University Of Utah Research Foundation Sheet and rod attachment apparatus and system
JP6342310B2 (ja) * 2014-11-20 2018-06-13 津田駒工業株式会社 ワーク固定用治具
CN105064694B (zh) * 2015-08-06 2017-04-12 湖南大学 一种对纤维布材施加预拉力的张拉装置及其张拉方法
CN105569372B (zh) * 2016-02-04 2017-05-03 广东工业大学 一种预应力纤维增强复合材料加固混凝土的装置及方法
CN105862608B (zh) * 2016-05-20 2017-09-19 东南大学 一种预应力纤维板加固梁板的自动化张拉系统及方法
CN106049300B (zh) * 2016-08-03 2017-12-08 深圳市威士邦建筑新材料科技有限公司 牵引式预应力碳纤维筋张拉装置及施工方法
CN108202200A (zh) * 2016-12-20 2018-06-26 重庆乐迪机车车辆配件有限公司 用于多个机车排水管件同时焊接的固定装置
CN106639354B (zh) * 2017-01-10 2018-12-18 武汉理工大学 钢板与预应力碳纤维布加固混凝土梁抗剪承载力的方法
CN108894532B (zh) * 2018-07-09 2020-12-08 灵璧县浩翔信息科技有限公司 一种具有自夹紧功能的碳纤维板锚具
EP3690167A1 (de) * 2019-02-01 2020-08-05 S & P Clever Reinforcement Company AG Verfahren zum verstärken von beton- oder holzkonstruktionen unter verwendung von cfk-bändern und durch dieses verfahren verstärkte beton- oder holzkonstruktionen
US11174639B2 (en) * 2019-02-28 2021-11-16 Post Tensioning Solutions LLC Anchor block method for reanchoring live tendons

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5289626A (en) * 1989-03-27 1994-03-01 Kajima Corporation Foundation anchor and method for securing same to a foundation
JPH106823A (ja) 1996-06-19 1998-01-13 Shinku Kagaku Kenkyusho 横移動座席付き乗物
JP3266001B2 (ja) * 1996-08-28 2002-03-18 株式会社大林組 既存構造物を補修する補強材の定着方法
DE19742210A1 (de) * 1997-09-24 1999-03-25 Goehler Bernhard Dipl Ing Verfahren und bandförmiges Zugglied zur Ertüchtigung und/oder Sanierung von Stahlbeton- oder Spannbeton-Tragwerken sowie Vorrichtung zur Durchführung des Vefahrens
GB2340144B (en) * 1998-08-06 2000-06-28 Keller Ltd Ground anchorage
DE19849605A1 (de) * 1998-10-28 2000-05-04 Goehler Andrae Und Partner Ber Spannvorrichtung für ein bandförmiges Zugglied
FR2790500B1 (fr) * 1999-03-01 2002-06-07 Freyssinet Int Stup Procede et dispositif de renforcement d'un ouvrage en beton
JP4644874B2 (ja) * 2001-03-26 2011-03-09 智深 呉 強化繊維シート及び構造物の補強方法
EP1331327A1 (de) * 2002-01-29 2003-07-30 Sika Schweiz AG Verstärkungsvorrichtung

Also Published As

Publication number Publication date
KR20060066170A (ko) 2006-06-15
DE10341376A1 (de) 2005-03-31
EP1664461A1 (de) 2006-06-07
JP2007505236A (ja) 2007-03-08
US20060272246A1 (en) 2006-12-07
WO2005026471A1 (de) 2005-03-24
US7658041B2 (en) 2010-02-09

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