EP1532331A1 - Procede pour poser des tirants sur des appareils porteurs et dispositif pour realiser ce procede - Google Patents

Procede pour poser des tirants sur des appareils porteurs et dispositif pour realiser ce procede

Info

Publication number
EP1532331A1
EP1532331A1 EP03792339A EP03792339A EP1532331A1 EP 1532331 A1 EP1532331 A1 EP 1532331A1 EP 03792339 A EP03792339 A EP 03792339A EP 03792339 A EP03792339 A EP 03792339A EP 1532331 A1 EP1532331 A1 EP 1532331A1
Authority
EP
European Patent Office
Prior art keywords
tension member
anchor
tension
temporary
permanent
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
EP03792339A
Other languages
German (de)
English (en)
Other versions
EP1532331B1 (fr
Inventor
Hans-Peter ANDRÄ
Markus Maier
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.)
Leonhardt Andra und Partner Beratende Ingenieure VBI GmbH
Original Assignee
Leonhardt Andra und Partner Beratende Ingenieure VBI 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 Leonhardt Andra und Partner Beratende Ingenieure VBI GmbH filed Critical Leonhardt Andra und Partner Beratende Ingenieure VBI GmbH
Publication of EP1532331A1 publication Critical patent/EP1532331A1/fr
Application granted granted Critical
Publication of EP1532331B1 publication Critical patent/EP1532331B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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
    • E04C5/127—The tensile members being made of fiber reinforced plastics
    • 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
    • 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
    • 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
    • E04G2023/0262—Devices specifically adapted for anchoring the fiber reinforced plastic elements, e.g. to avoid peeling off

Definitions

  • the invention relates to a method for attaching tensioned band-shaped tension members to structures, in particular concrete structures, wherein the tension member is tensioned at least at one end by means of a tensioning device via a temporary tension anchor attached to the tension member and then anchored to the structure by means of a permanent anchoring device.
  • the object of the invention is therefore to design a method of the type mentioned at the outset in such a way that the anchoring of surface-tension members is considerably simplified.
  • the ends of the tension member can be fastened to the temporary tension anchor on a tension plate of the temporary tension anchor located under the tension member, without having a recess in the surface for this tension plate of the structure would have to be manufactured.
  • a permanent anchor clamp By the subsequent pressing of the tension member to the surface by means of a permanent anchor clamp creates the non-positive connection between the tension member and the supporting structure, the band-shaped tension member now being arranged flush with the surface.
  • the tensioning force is introduced by utilizing the pressing force of the anchor bracket, so that the temporary tensioning anchor arranged between the anchor bracket and the end of the tension member can be removed.
  • the method consists in that it can also be used in haunched structures, in particular concrete structures, for example roadway slabs in bridge construction, the tension of the tension members being able to be introduced directly at the edge of the haunch. This is not possible with the conventional way of attaching tensioned band-shaped tension members to concrete structures. At least on the tension anchor side, the tension force cannot be introduced directly at the haunch, because the recess required for the tensioning device is too far into the
  • the tension member is tensioned between two temporary tension anchors attached to both ends of the tension member at a distance from the surface of the supporting structure and that the tension member is then pressed onto the surface close to both ends by means of a permanent anchor clamp.
  • the invention also relates to an apparatus for performing the method.
  • a known device DE 198 49 605 AI
  • a tensioning device acting on the temporary tension anchor during the tensioning process and with a permanent anchoring device
  • the device according to the invention is thereby characterized in that a base plate of the temporary tension anchor is arranged between the tension member and the surface of the structure and that at least one permanent anchor bracket engages over the tension member near the temporary tension anchor and can be pressed against the surface.
  • the device according to the invention is considerably less expensive because no permanent clamping plates remain on the structure and because there are no recesses in the surface for this purpose.
  • the band-shaped tension member can be pressed directly onto the surface.
  • the adhesive layer increases or takes over the force-transmitting connection between the tension member and the surface or the anchor bracket.
  • 1 is a simplified representation of a concrete structure with a prestressed tension member arranged at a distance from the concrete surface
  • FIG. 2 shows a section corresponding to FIG. 1 after the tension member has been pressed against the concrete surface by means of anchor clips
  • Fig. 9 is an enlarged section along the line IX-IX in Fig. 8 and
  • a band-shaped tension member 1 (FIG. 1) is provided for attachment to a concrete surface 2 of a concrete supporting structure 3 to increase the current load-bearing capacity.
  • the tension member 1 which is initially arranged at a distance a from the concrete surface 2 of the concrete supporting structure 3, is fastened at both ends to a temporary tension anchor 4, with a lower tension plate 5 of the temporary tension anchor, the thickness of which is equal to the distance a, between the underside of the tension member 1 and the concrete surface 2 comes to rest. Then the required pretensioning force is applied to the tension member 1 by mutual tensioning of the temporary tensioning anchors 4.
  • One of the two temporary tension anchors 4 is preferably attached to the concrete structure 3, while the other temporary tension anchor 4 is prestressed to the required extent by means of a tensioning device (not shown), as is known, for example, from DE 198 49 605 A1.
  • An anchor bracket 6 is then attached at a short distance in front of each of the two temporary tension anchors 4, which - because it later remains on the concrete supporting structure 3 - is referred to in this context as a permanent anchor bracket 6.
  • the permanent anchor bracket 6 (FIG. 7) is pressed onto the tension element 1 by means of screw bolts 7 and tension nuts 8 inserted in the concrete structure 3 on both sides of the tension element 1 such that this tension element 1 is pressed against the concrete surface 2.
  • the contact pressure exerted thereby brings about a non-positive connection between the prestressed tension member 1 arranged flush with the surface and the concrete surface 2.
  • the two temporary tension anchors are then removed after the tension member 1 has been pressed onto the concrete surface 2 (FIG. 3).
  • FIGS. 4-6 which correspond to FIGS. 1-3, show that the method steps described for attaching the tension member 1 to a concrete structure 3 can also be carried out when the concrete surface 2 'at the two ends of the concrete structure 3 one each Haunch 2'a has, that is, an area rising relative to the flat central area of the concrete surface 2 '.
  • the two temporary tension anchors 4 are located in the area of the groove 2'a without a recess in the surface area of the concrete structure 3 being necessary here as well.
  • an adhesive layer 9 can be arranged between the tension member 1 and the concrete surface 2, which hardens after the tension member 1 is pressed onto the concrete surface 2.
  • an adhesive layer 10 can also be arranged between the tension member 1 and the anchor bracket 6, which layer hardens after the tension member 1 is pressed onto the concrete surface 2.
  • a friction-increasing and / or load-distributing intermediate layer is glued on the tension member 1 in the region of the anchor bracket 7 by means of the adhesive layer 10.
  • Fig. 12 shows a further embodiment, in which the anchor bracket 6 has a stiffening rib 12 on its upper side, which serves to generate a uniform clamping pressure.
  • a spring-like load distribution plate can also be arranged on the anchor bracket 6.
EP03792339A 2002-08-20 2003-08-16 Procede pour poser des tirants sur des appareils porteurs et dispositif pour realiser ce procede Expired - Lifetime EP1532331B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE10237968A DE10237968B3 (de) 2002-08-20 2002-08-20 Verfahren zum Anbringen von Zuggliedern an Tragwerken sowie Vorrichtung zur Durchführung des Verfahrens
DE10237968 2002-08-20
PCT/EP2003/009091 WO2004018801A1 (fr) 2002-08-20 2003-08-16 Procede pour poser des tirants sur des appareils porteurs et dispositif pour realiser ce procede

Publications (2)

Publication Number Publication Date
EP1532331A1 true EP1532331A1 (fr) 2005-05-25
EP1532331B1 EP1532331B1 (fr) 2009-04-08

Family

ID=30010619

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03792339A Expired - Lifetime EP1532331B1 (fr) 2002-08-20 2003-08-16 Procede pour poser des tirants sur des appareils porteurs et dispositif pour realiser ce procede

Country Status (10)

Country Link
US (1) US7296385B2 (fr)
EP (1) EP1532331B1 (fr)
JP (1) JP4271146B2 (fr)
KR (1) KR20050058424A (fr)
AT (1) ATE428037T1 (fr)
AU (1) AU2003255452A1 (fr)
DE (2) DE10237968B3 (fr)
DK (1) DK1532331T3 (fr)
ES (1) ES2325580T3 (fr)
WO (1) WO2004018801A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103572970A (zh) * 2013-11-12 2014-02-12 中建三局建设工程股份有限公司 自动调节夹片伸缩量的限位装置及其使用方法

Families Citing this family (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8904721B2 (en) * 2008-06-12 2014-12-09 University Of Utah Research Foundation Anchoring, splicing and tensioning elongated reinforcement members
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
US10006477B2 (en) 2010-04-13 2018-06-26 University Of Utah Research Foundation Sheet and rod attachment apparatus and system
EP2447446A1 (fr) * 2010-10-28 2012-05-02 Sika Technology AG Ancrage terminal d'éléments de traction sur des supports en béton armé
FR2969196B1 (fr) * 2010-12-15 2014-02-07 Soletanche Freyssinet Procede de renforcement d'un ouvrage de construction mettant en oeuvre au moins une bande de renfort.
CN102094536B (zh) * 2011-02-28 2013-12-18 卓清 一种阵列式波形齿夹具锚
JP2013217118A (ja) * 2012-04-10 2013-10-24 Kawashima Kensetsu:Kk 木造建物の筋交い構造及び既存木造建物の耐震補強構造
CH706630B1 (de) * 2013-05-14 2013-12-31 S & P Clever Reinforcement Company Ag Verfahren zum Vorspannen eines Stahlbauwerkes sowie damit vorgespanntes Stahlbauwerk.
AU2014372554A1 (en) * 2013-12-23 2016-07-28 Tenroc Technologies Ab A pre-stressing device, and a method for reinforcing a structural member
WO2016207372A1 (fr) * 2015-06-26 2016-12-29 Danmarks Tekniske Universitet Dispositif d'ancrage
CN104912336B (zh) * 2015-07-06 2017-04-05 天津银龙预应力材料股份有限公司 一种预应力钢筋张拉的自锁装置
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
US11186991B2 (en) * 2018-10-31 2021-11-30 Shenzhen University Early warning device and ductility control method for prestressed FRP reinforced structure
US10669730B1 (en) * 2018-11-19 2020-06-02 Dirk A. Taylor Method and apparatus for repairing retaining walls
GB2580363B (en) 2019-01-04 2021-02-24 Ford Global Tech Llc Engine housing assemblies with a reinforcement member
CN109944460A (zh) * 2019-04-11 2019-06-28 华侨大学 一种变截面梁的加固装置及加固方法
WO2022070601A1 (fr) * 2020-09-29 2022-04-07 国立大学法人 東京大学 Structure de renforcement pour cadre de colonne/poutre

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
MX9200051A (es) * 1992-01-07 1993-07-01 Jose Luis Siller Franco Concector por friccion mejorado para anclar acero de refuerzo a tension en elementos de concreto preesforzado o reforzado.
CH687399A5 (de) * 1992-04-06 1996-11-29 Eidgenoessische Materialpruefung Verfahren und Vorrichtung zur Schubverstaerkung an einem Bauwerkteil.
DE19753318A1 (de) * 1997-12-02 1999-06-10 Sika Ag Verstärkungselement für lastaufnehmende oder lastübertragende Bauteile sowie Verfahren zu dessen Befestigung an einer Bauteiloberfläche
JP4004616B2 (ja) * 1997-12-24 2007-11-07 智深 呉 繊維材緊張によるコンクリート部材の補強方法
WO1999043909A1 (fr) * 1998-02-26 1999-09-02 Eidgenössische Materialprüfungs- und Forschungsanstalt Empa Procede et dispositif pour appliquer des bandes de renforcement pretendues, resistant a la traction sur des constructions
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
KR20010036486A (ko) * 1999-10-08 2001-05-07 박상일 다단계 긴장식 프리스트레스트 거더의 설계 방법 및 거더의 제조방법
DE10040628A1 (de) * 2000-08-16 2002-02-28 Josef Scherer Vorrichtung zum Spannen von Verstärkungselementen
BE1013910A3 (nl) * 2001-01-10 2002-12-03 Immo Emergo Nv Werkwijze voor het verstevigen van een constructiedeel.

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2004018801A1 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103572970A (zh) * 2013-11-12 2014-02-12 中建三局建设工程股份有限公司 自动调节夹片伸缩量的限位装置及其使用方法
CN103572970B (zh) * 2013-11-12 2016-02-24 中建三局建设工程股份有限公司 自动调节夹片伸缩量的限位装置及其使用方法

Also Published As

Publication number Publication date
US20050247016A1 (en) 2005-11-10
DE50311396D1 (de) 2009-05-20
KR20050058424A (ko) 2005-06-16
ES2325580T3 (es) 2009-09-09
EP1532331B1 (fr) 2009-04-08
US7296385B2 (en) 2007-11-20
DK1532331T3 (da) 2009-08-10
ATE428037T1 (de) 2009-04-15
JP4271146B2 (ja) 2009-06-03
JP2005535814A (ja) 2005-11-24
AU2003255452A1 (en) 2004-03-11
WO2004018801A1 (fr) 2004-03-04
DE10237968B3 (de) 2004-02-05

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