WO2004018801A1 - Verfahren zum anbringen von zuggliedern an tragwerken sowie vorrichtung zur durchführung des verfahrens - Google Patents
Verfahren zum anbringen von zuggliedern an tragwerken sowie vorrichtung zur durchführung des verfahrens Download PDFInfo
- Publication number
- WO2004018801A1 WO2004018801A1 PCT/EP2003/009091 EP0309091W WO2004018801A1 WO 2004018801 A1 WO2004018801 A1 WO 2004018801A1 EP 0309091 W EP0309091 W EP 0309091W WO 2004018801 A1 WO2004018801 A1 WO 2004018801A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- tension member
- tension
- anchor
- temporary
- permanent
- Prior art date
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.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Joining Of Building Structures In Genera (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Slide Fasteners, Snap Fasteners, And Hook Fasteners (AREA)
- Load-Engaging Elements For Cranes (AREA)
- Auxiliary Devices For And Details Of Packaging Control (AREA)
- Processing Of Terminals (AREA)
Abstract
Description
Claims
Priority Applications (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2004530169A JP4271146B2 (ja) | 2002-08-20 | 2003-08-16 | 引張り部材を支持フレームに取り付ける方法及びこの方法を実施する装置 |
DK03792339T DK1532331T3 (da) | 2002-08-20 | 2003-08-16 | Fremgangsmåde til anbringelse af trækelementer på bærende strukturer samt indretning til udförelse af fremgangsmåden |
AU2003255452A AU2003255452A1 (en) | 2002-08-20 | 2003-08-16 | Method for applying tension members to supporting structures, and device for carrying out said method |
DE50311396T DE50311396D1 (de) | 2002-08-20 | 2003-08-16 | Verfahren zum anbringen von zuggliedern an tragwerken sowie vorrichtung zur durchführung des verfahrens |
EP03792339A EP1532331B1 (de) | 2002-08-20 | 2003-08-16 | Verfahren zum anbringen von zuggliedern an tragwerken sowie vorrichtung zur durchführung des verfahrens |
US10/906,313 US7296385B2 (en) | 2002-08-20 | 2005-02-14 | Method of installing tension members on supporting structures, and apparatus for performing the method |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10237968.8 | 2002-08-20 | ||
DE10237968A DE10237968B3 (de) | 2002-08-20 | 2002-08-20 | Verfahren zum Anbringen von Zuggliedern an Tragwerken sowie Vorrichtung zur Durchführung des Verfahrens |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/906,313 Continuation US7296385B2 (en) | 2002-08-20 | 2005-02-14 | Method of installing tension members on supporting structures, and apparatus for performing the method |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2004018801A1 true WO2004018801A1 (de) | 2004-03-04 |
Family
ID=30010619
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2003/009091 WO2004018801A1 (de) | 2002-08-20 | 2003-08-16 | Verfahren zum anbringen von zuggliedern an tragwerken sowie vorrichtung zur durchführung des verfahrens |
Country Status (10)
Country | Link |
---|---|
US (1) | US7296385B2 (de) |
EP (1) | EP1532331B1 (de) |
JP (1) | JP4271146B2 (de) |
KR (1) | KR20050058424A (de) |
AT (1) | ATE428037T1 (de) |
AU (1) | AU2003255452A1 (de) |
DE (2) | DE10237968B3 (de) |
DK (1) | DK1532331T3 (de) |
ES (1) | ES2325580T3 (de) |
WO (1) | WO2004018801A1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102094536A (zh) * | 2011-02-28 | 2011-06-15 | 卓清 | 一种阵列式波形齿夹具锚 |
Families Citing this family (17)
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 |
US8925279B2 (en) * | 2008-06-12 | 2015-01-06 | The University Of Utah Research Foundation | Anchoring, splicing and tensioning elongated reinforcement members |
WO2011130298A1 (en) | 2010-04-13 | 2011-10-20 | The University Of Utach Research Foundation | Sheet and rod attachment apparatus and system |
EP2447446A1 (de) * | 2010-10-28 | 2012-05-02 | Sika Technology AG | Endverankerung von Zuggliedern an Stahlbetonträgern |
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. |
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. |
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 |
WO2015097212A1 (en) * | 2013-12-23 | 2015-07-02 | Tenroc Technologies Ab | A pre-stressing device, and a method for reinforcing a structural member |
US10323427B2 (en) * | 2015-06-26 | 2019-06-18 | Danmarks Tekniske Universitet | Anchorage device |
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***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 |
US11746521B2 (en) * | 2020-09-29 | 2023-09-05 | The University Of Tokyo | Reinforced structure for column and beam frame |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5617685A (en) * | 1992-04-06 | 1997-04-08 | Eidgenoessische Materialpruefungs- Und Forschungsanstalt Empa | Method and apparatus for increasing the shear strength of a construction structure |
JPH11182061A (ja) * | 1997-12-24 | 1999-07-06 | Chishin Go | 繊維材緊張によるコンクリート部材の補強方法及び補強構造 |
WO1999043909A1 (de) * | 1998-02-26 | 1999-09-02 | Eidgenössische Materialprüfungs- und Forschungsanstalt Empa | Verfahren und vorrichtung zum applizieren von vorgespannten, zugfesten verstärkungsbändern an bauwerken |
DE19849605A1 (de) * | 1998-10-28 | 2000-05-04 | Goehler Andrae Und Partner Ber | Spannvorrichtung für ein bandförmiges Zugglied |
EP1033455A1 (de) * | 1999-03-01 | 2000-09-06 | Freyssinet International Stup | Verfahren und Vorrichtung zur Ertüchtigung von Betonwerken |
EP1186730A1 (de) * | 1997-12-02 | 2002-03-13 | Sika AG, vorm. Kaspar Winkler & Co. | Verstärkungselement für lastaufnehmende oder lastübertragende Bauteile sowie Verfahren zu dessen Befestigung an einer Bauteiloberfläche |
BE1013910A3 (nl) * | 2001-01-10 | 2002-12-03 | Immo Emergo Nv | Werkwijze voor het verstevigen van een constructiedeel. |
Family Cites Families (3)
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. |
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 |
-
2002
- 2002-08-20 DE DE10237968A patent/DE10237968B3/de not_active Expired - Fee Related
-
2003
- 2003-08-16 ES ES03792339T patent/ES2325580T3/es not_active Expired - Lifetime
- 2003-08-16 DE DE50311396T patent/DE50311396D1/de not_active Expired - Lifetime
- 2003-08-16 JP JP2004530169A patent/JP4271146B2/ja not_active Expired - Fee Related
- 2003-08-16 DK DK03792339T patent/DK1532331T3/da active
- 2003-08-16 WO PCT/EP2003/009091 patent/WO2004018801A1/de active Application Filing
- 2003-08-16 KR KR1020057002962A patent/KR20050058424A/ko not_active Application Discontinuation
- 2003-08-16 AU AU2003255452A patent/AU2003255452A1/en not_active Abandoned
- 2003-08-16 AT AT03792339T patent/ATE428037T1/de active
- 2003-08-16 EP EP03792339A patent/EP1532331B1/de not_active Expired - Lifetime
-
2005
- 2005-02-14 US US10/906,313 patent/US7296385B2/en not_active Expired - Fee Related
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5617685A (en) * | 1992-04-06 | 1997-04-08 | Eidgenoessische Materialpruefungs- Und Forschungsanstalt Empa | Method and apparatus for increasing the shear strength of a construction structure |
EP1186730A1 (de) * | 1997-12-02 | 2002-03-13 | Sika AG, vorm. Kaspar Winkler & Co. | Verstärkungselement für lastaufnehmende oder lastübertragende Bauteile sowie Verfahren zu dessen Befestigung an einer Bauteiloberfläche |
JPH11182061A (ja) * | 1997-12-24 | 1999-07-06 | Chishin Go | 繊維材緊張によるコンクリート部材の補強方法及び補強構造 |
WO1999043909A1 (de) * | 1998-02-26 | 1999-09-02 | Eidgenössische Materialprüfungs- und Forschungsanstalt Empa | Verfahren und vorrichtung zum applizieren von vorgespannten, zugfesten verstärkungsbändern an bauwerken |
DE19849605A1 (de) * | 1998-10-28 | 2000-05-04 | Goehler Andrae Und Partner Ber | Spannvorrichtung für ein bandförmiges Zugglied |
EP1033455A1 (de) * | 1999-03-01 | 2000-09-06 | Freyssinet International Stup | Verfahren und Vorrichtung zur Ertüchtigung von Betonwerken |
BE1013910A3 (nl) * | 2001-01-10 | 2002-12-03 | Immo Emergo Nv | Werkwijze voor het verstevigen van een constructiedeel. |
Non-Patent Citations (1)
Title |
---|
PATENT ABSTRACTS OF JAPAN vol. 1999, no. 12 29 October 1999 (1999-10-29) * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102094536A (zh) * | 2011-02-28 | 2011-06-15 | 卓清 | 一种阵列式波形齿夹具锚 |
Also Published As
Publication number | Publication date |
---|---|
US20050247016A1 (en) | 2005-11-10 |
AU2003255452A1 (en) | 2004-03-11 |
JP2005535814A (ja) | 2005-11-24 |
ES2325580T3 (es) | 2009-09-09 |
DK1532331T3 (da) | 2009-08-10 |
KR20050058424A (ko) | 2005-06-16 |
US7296385B2 (en) | 2007-11-20 |
DE50311396D1 (de) | 2009-05-20 |
JP4271146B2 (ja) | 2009-06-03 |
ATE428037T1 (de) | 2009-04-15 |
EP1532331B1 (de) | 2009-04-08 |
EP1532331A1 (de) | 2005-05-25 |
DE10237968B3 (de) | 2004-02-05 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE10237968B3 (de) | Verfahren zum Anbringen von Zuggliedern an Tragwerken sowie Vorrichtung zur Durchführung des Verfahrens | |
EP1007809B1 (de) | Verstärkungsvorrichtung für tragstrukturen | |
EP1025323B1 (de) | Verfahren zur ertüchtigung und/oder sanierung von stahlbeton- oder spannbeton-tragwerken sowie vorrichtung zur durchführung des verfahrens | |
WO2000024989A1 (de) | Spannvorrichtung für ein bandförmiges zugglied | |
DE19753318A1 (de) | Verstärkungselement für lastaufnehmende oder lastübertragende Bauteile sowie Verfahren zu dessen Befestigung an einer Bauteiloberfläche | |
EP2817465B1 (de) | Vorrichtung zur krafteinleitung in zugglieder aus faserverstärkten kunststoff-flachbandlamellen | |
EP2606185B1 (de) | Vorrichtung zur krafteinleitung in zugglieder aus faserverstärkten kunststoff-flachbandlamellen | |
DE1759684A1 (de) | Verankerung fuer Fahrschienen von Gleisfahrzeugen | |
EP1664461A1 (de) | Verankerung für bandförmige zugglieder an tragwerken | |
EP2088259B1 (de) | Vorrichtung zum Vorspannen von Verstärkungselementen an Bauwerken | |
EP0180937B1 (de) | Schalung für Serienfertigteile aus Stahlbeton, vornehmlich für vorgespannte Weichenschwellen | |
DE29504109U1 (de) | Haftmagnetsystem | |
DE3808148C2 (de) | ||
DE10108907C2 (de) | Einprofilige Überbrückungsvorrichtung und Verfahren zur Sanierung einer solchen | |
WO1997013037A1 (de) | Schienengleicher bahnübergang | |
DE4237466C2 (de) | Vorrichtung zum Befestigen eines Einbauteils in einer Schalung zum Herstellen von Fertigbauteilen aus Beton | |
DE3403873A1 (de) | Vorrichtung zum befestigen eines huelsenfoermigen einbauteils an einer schalungsform | |
DE10038852A1 (de) | Vorrichtung zur kraftschlüssigen Befestigung einer Konsole an einem Trägergrundkörper | |
DE19620638A1 (de) | Gleisoberbau | |
DE1962726A1 (de) | Spannverfahren fuer die Spannbetontechnik | |
EP1507052A1 (de) | Krafteinleitungselement | |
DE202004014432U1 (de) | Verspannvorrichtung für Bauplatten | |
DE2627816B2 (de) | Befestigung von einem Balkonpfosten | |
DD291102A5 (de) | Verfahren und vorrichtung zur befestigung von maschinen, geruesten und anderen konstruktionen | |
DD297478A5 (de) | Verfahren und vorrichtung zur herstellung und sanierung von dachrandabschluessen |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
AK | Designated states |
Kind code of ref document: A1 Designated state(s): AE AG AL AM AT AU AZ BA BB BG BR BY BZ CA CH CN CO CR CU CZ DK DM DZ EC EE ES FI GB GD GE GH GM HR HU ID IL IN IS JP KE KG KP KR KZ LC LK LR LS LT LU LV MA MD MG MK MN MW MX MZ NI NO NZ OM PG PH PL PT RO RU SC SD SE SG SK SL SY TJ TM TN TR TT TZ UA UG US UZ VC VN YU ZA ZM ZW |
|
AL | Designated countries for regional patents |
Kind code of ref document: A1 Designated state(s): GH GM KE LS MW MZ SD SL SZ TZ UG ZM ZW AM AZ BY KG KZ MD RU TJ TM AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LU MC NL PT RO SE SI SK TR BF BJ CF CG CI CM GA GN GQ GW ML MR NE SN TD TG |
|
121 | Ep: the epo has been informed by wipo that ep was designated in this application | ||
WWE | Wipo information: entry into national phase |
Ref document number: 10906313 Country of ref document: US |
|
WWE | Wipo information: entry into national phase |
Ref document number: 2004530169 Country of ref document: JP |
|
WWE | Wipo information: entry into national phase |
Ref document number: 1020057002962 Country of ref document: KR |
|
WWE | Wipo information: entry into national phase |
Ref document number: 2003792339 Country of ref document: EP |
|
WWP | Wipo information: published in national office |
Ref document number: 2003792339 Country of ref document: EP |
|
WWP | Wipo information: published in national office |
Ref document number: 1020057002962 Country of ref document: KR |