EP1114896A1 - System zum Anbringen eines Bewehrungsbandes an einer Stützwand und Einrichtung zur Positionierung des Systems - Google Patents

System zum Anbringen eines Bewehrungsbandes an einer Stützwand und Einrichtung zur Positionierung des Systems Download PDF

Info

Publication number
EP1114896A1
EP1114896A1 EP01400010A EP01400010A EP1114896A1 EP 1114896 A1 EP1114896 A1 EP 1114896A1 EP 01400010 A EP01400010 A EP 01400010A EP 01400010 A EP01400010 A EP 01400010A EP 1114896 A1 EP1114896 A1 EP 1114896A1
Authority
EP
European Patent Office
Prior art keywords
handles
loop
wall
template
strip
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
EP01400010A
Other languages
English (en)
French (fr)
Other versions
EP1114896B1 (de
Inventor
Pierre Orsat
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.)
Freyssinet International STUP SA
Original Assignee
Freyssinet International STUP SA
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 Freyssinet International STUP SA filed Critical Freyssinet International STUP SA
Publication of EP1114896A1 publication Critical patent/EP1114896A1/de
Application granted granted Critical
Publication of EP1114896B1 publication Critical patent/EP1114896B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0241—Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements

Definitions

  • the invention relates to a system for attaching a reinforcing strip to a wall of a reinforced retaining structure.
  • Such works by support are provided in the event of embankment, or even excavation, in the area construction of roads, wharves, highways, buildings and others achievements of the building sector and public works.
  • Support structures reinforced with backfill, or cut include a facing wall, usually concrete, and between the solid located at the rear and the facing wall, a specific embankment, made of material granular, reinforced by linear reinforcing bands, extending in a plurality of superimposed horizontal planes.
  • the reinforcing strips of reinforcement are fixed to the facing wall via a system of attachment.
  • a fastening system comprising a pin winding of the reinforcing strip, mounted in two loops, or handles, of attachment, in plasticized and galvanized steel.
  • the two handles are sealed in the facing wall and coupled by a metal connecting rod, embedded in the wall, ensuring good anchoring of the handles in the wall.
  • fasteners of this type are at risk corrosion, in particular of the coupling rod of the two handles.
  • the present invention proposes to overcome this drawback.
  • the invention relates to a system for attaching a strip. of reinforcement to a wall of a reinforced retaining structure, comprising a support for winding the reinforcing strip and two fixing handles for the winding support on the wall, characterized in that the two handles are formed from a loop of non-corrodible material.
  • the two handles extend each other continuously.
  • the loop of non-corrodible material, partially embedded in the wall, guarantees good anchoring of the handles, without any risk of corrosion.
  • the loop is made of plastic material.
  • the loop may include a polyester fiber core, which provides the mechanical strength of the strip.
  • the loop comprises a polyethylene sheath.
  • the wall of the retaining structure, in which the loop of the fastening system is partially embedded, is usually made of concrete.
  • the concrete is an alkaline medium which can damage polyester fibers.
  • the polyethylene sheath protects the core in polyester fibers.
  • the loop is formed from a strip rolled up on itself.
  • the handles comprise the two ends of the strip.
  • polyester loop at both ends of the band Thanks to this, the risks of deterioration of the fiber core are avoided. polyester loop at both ends of the band.
  • the invention also relates to a device for installing the system. of attachment, explained above, to a wall of a retaining structure reinforced, including a loop shaping and training template of the two handles.
  • means are provided for positioning the two handles along the template.
  • means are provided to ensure the parallelism between two branches of each handle.
  • the fastening system of the invention is intended to fasten a strip of reinforcement to a facing wall of a retaining structure, such as that represented in FIG. 1.
  • This structure which supports a massif 1, includes, between the facing wall 2 and the solid block 1, a specific embankment 3 reinforced by 4-6 reinforcement strips, which extend in a plurality of planes superimposed.
  • the wall 2 is constituted by the assembly of a plurality of panels.
  • Each 4-6 reinforcement strip goes back and forth, "zig-zag", between a deflection bar 7-9, located near the block 1, and the facing wall 2, to which it is attached using the fastening system which will now be described.
  • the fastening system includes a support 10 for winding an armature strip 4, or "pin", and two handles 11a, 11b for fixing the winding support 10 to the wall 2, projecting from the wall 2.
  • the handles 11a, 11b perpendicular to the wall 2 and facing one of the other, are spaced a distance less than the length of the pin 10.
  • Each handle 11a (11b) comprises two branches 13a, 14a (13b, 14b) substantially parallel and connected by a curved portion 15a (15b).
  • the distance between the two branches 13a, 14a (13b, 14b) of a handle 11a (11b) is substantially equal to the diameter of the pin 10.
  • the two handles 11a, 11b are formed from a basic loop 16. This loop 16, laid flat, has a generally oval shape and includes two parallel portions connected between them by two U-shaped connecting portions.
  • the two connection portions are raised, the loop 16 thus generally and naturally in the form of a gondola.
  • the loop 16 is partially embedded in the wall 2, from which it projects by the two handles 11a, 11b. These are thus extend each other by two loop portions, embedded in the wall 2. Thanks to the fact that the two handles are part of the same piece and are not so not isolated from each other, the loop portions, joining the two handles and embedded in the concrete, secure the fastening system to an interesting portion of the wall of the retaining structure. So the loop portions embedded in the concrete ensure excellent anchoring of handles 11a, 11b in the wall 2.
  • the loop 16 is formed from a partially wound strip on itself and whose two ends 17, 18 are welded to the strip.
  • the strip is made of non-corrodible plastic material. She understands a soul in polyester fibers, with high mechanical strength, in particular tensile strength, surrounded by a polyethylene protective sheath. The sheath is intended for protect the polyester fiber core from the alkalinity of the concrete in wall 2 and from the aggressiveness of the embankment used.
  • the two handles 11a, 11b respectively comprise the two ends 17, 18 of the strip, which are thus outside the wall 2. Thanks to this, the web of the strip does not risk being damaged at the level of the ends 17, 18 due to the alkalinity of the concrete.
  • the winding support 10 also called a pin, is a rod cylindrical. It is fixed to the wall 2 by passing through the two handles 11a, 11b. A reinforcing strip 4 is intended to be wrapped around the pin 10, on a half-turn, as shown in FIG. 2.
  • This device 20 comprises a cylindrical bar 21, substantially of same shape as pin 10, forming template for loop configuration 16 and forming the two handles 11a, 11b.
  • Two pairs of flanges, or annular flanges, 22a, 23a, 22b, 23b, intended to position the handles 11a, 11b along the template 21, are mounted on the template 21 and integral with it.
  • Each handle 11a (11b) is intended for be blocked laterally, along the template 21, between the two flanges 22a, 23a (22b, 23b) of a pair of flanges, the spacing between the two pairs of flanges 22a, 23a, 22b, 23b thus defining the spacing between the two handles 11a, 11b.
  • the laying device 20 also includes two spacers 24a, 24b, integral with the template 21, and two clips 25a, intended to press the handles 11a, 11b against the spacers 24a, 24b in order to ensure the parallelism between the branches 13a, 14a, 13b, 14b, handles 11a, 11b, at least a distance equal to the diameter of the pin 10.
  • the spacers 24a, 24b are integral with the template 21. Each spacer 24a (24b) extends between the two flanges 22a, 23a (22b, 23b) of a pair of flanges, below the template 21, as shown in Figure 5.
  • the two spacers 24a, 24b being identical, only one will now be described.
  • the spacer 24a has the overall shape of a rectangular parallelepiped comprising two lateral bearing surfaces 27a, 28a, parallel to the axis longitudinal of the template 21, and an upper surface providing a cavity 28a for receiving the template 21.
  • the distance separating the two bearing surfaces 27a, 28a is substantially equal to the distance between the two branches 13a, 14a handle 11a.
  • Each clip 25a comprises two support arms 29a, 30a, elastically deformable, extending from each other and provided with two free ends support curved outwards.
  • the two support arms 29a, 30a are intended to press the two arms by their curved free ends 13a, 14a of the handle 11a against the two bearing surfaces 27a, 28a of the spacer 24a, in order to ensure parallelism between the two branches 13a, 14a of the handle 11a and to maintain the loop 16 conformed during the installation of the system of attachment.
  • the concrete panels constituting the wall 2 are manufactured by flat molding.
  • the device When manufacturing a panel, the device is positioned laying 20 above the mold, the spacers 24a, 24b extending below of the template 21, and it blocks the template 21 in rotation. We then take the loop 16, not yet shaped.
  • the loop 16 is conformed by applying it against the upper part of the template 21, between the two flanges 22a, 23a a pair of flanges, and against the bearing surfaces 26a, 27a of the spacer 24a.
  • the clip 25a is then placed by straddling it on the template 21, by a vertical downward movement between the two flanges 22a, 23a.
  • Both arm 29a, 30a of clip 25a press and hold, by their ends free curved, the two branches 13a, 14a of the handle 11a against the two bearing surfaces 26a, 27a of the spacer 24a, thereby ensuring parallelism between the two branches 13a, 14a.
  • the clips 25a block handles 11a, 11b and thus prevent any movement of handles 11a, 11b that either up or down.
  • the base band, from which the handles 11a, 11b are formed, was implicitly flexible in the description which has just been made. We could imagine a fastening system using a loop of rigid material or semi-rigid.

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Tents Or Canopies (AREA)
  • Building Environments (AREA)
  • Automotive Seat Belt Assembly (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)
EP01400010A 2000-01-07 2001-01-04 System zum Anbringen eines Bewehrungsbandes an einer Stützwand und Einrichtung zur Positionierung des Systems Expired - Lifetime EP1114896B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0000178A FR2803610B1 (fr) 2000-01-07 2000-01-07 Systeme d'attache d'une bande d'armature a une paroi d'un ouvrage de soutenement et dispositif de pose dudit systeme
FR0000178 2000-01-07

Publications (2)

Publication Number Publication Date
EP1114896A1 true EP1114896A1 (de) 2001-07-11
EP1114896B1 EP1114896B1 (de) 2005-03-16

Family

ID=8845691

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01400010A Expired - Lifetime EP1114896B1 (de) 2000-01-07 2001-01-04 System zum Anbringen eines Bewehrungsbandes an einer Stützwand und Einrichtung zur Positionierung des Systems

Country Status (8)

Country Link
US (1) US6447212B2 (de)
EP (1) EP1114896B1 (de)
JP (1) JP4544754B2 (de)
AT (1) ATE291126T1 (de)
AU (1) AU780932B2 (de)
DE (1) DE60109334D1 (de)
FR (1) FR2803610B1 (de)
TR (1) TR200100153A3 (de)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2860811A1 (fr) 2003-10-13 2005-04-15 Freyssinet Int Stup Ouvrage en sol renforce et procede pour sa construction
FR2874392A1 (fr) * 2004-08-17 2006-02-24 Dominique Georges Guy Boscher Systeme modulaire de plaques d'ancrages pour murs de soutenements
WO2007102070A3 (en) * 2006-03-09 2007-11-22 Terre Armee Int Stabilized soil structure and facing elements for its construction
EP2434059A1 (de) 2010-09-24 2012-03-28 Terre Armée Internationale Verstärkte Bodenstruktur
EP2434060A1 (de) 2010-09-24 2012-03-28 Terre Armée Internationale Verstärkte Bodenstruktur
RU2544346C2 (ru) * 2010-11-26 2015-03-20 Терр Армэ Энтернасьональ Облицовочный элемент с приданной ему сжимаемостью

Families Citing this family (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6854236B2 (en) 2001-10-11 2005-02-15 Allan Block Corporation Reinforcing system for stackable retaining wall units
US6792731B2 (en) 2001-10-11 2004-09-21 Timothy A. Bott Reinforcing system for stackable retaining wall units
KR100660356B1 (ko) * 2004-10-19 2006-12-21 이정수 조립식 보강토 옹벽 지지용 띠형 섬유보강재의 시공방법및 이 시공방법에 사용되는 띠형 섬유보강재
FR2878268B1 (fr) * 2004-11-25 2007-02-09 Freyssinet Internat Stup Soc P Ouvrage en sol renforce et elements de parement pour sa construction
FR2896520A1 (fr) * 2006-01-23 2007-07-27 Freyssinet Soc Par Actions Sim Ouvrage erige devant une paroi preexistante, comportant un parement et un remblai entre la paroi et le parement, et procede pour sa realisation
FR2913436B1 (fr) * 2007-03-05 2009-05-29 Terre Armee Internationale Soc Ouvrage en sol renforce et elements de renfort pour sa construction
US20080292413A1 (en) * 2007-05-23 2008-11-27 Mateer Stephen A Cast stone, earthen retaining wall system incorporating geogrid, textile or fabric as the soil reinforcement.
TW200932998A (en) * 2008-01-24 2009-08-01 Ke-Jian Yu Method of forming retaining wall for water and soil conservation and retaining plates
US8579552B2 (en) * 2008-01-24 2013-11-12 Kei-Chien Yu Ecological board and its applications
US7828498B2 (en) * 2008-04-02 2010-11-09 Sorheim Daniel R Connection mechanism for large scale retaining wall blocks
FR2939157B1 (fr) * 2008-12-02 2013-02-15 Terre Armee Int Ouvrage en sol renforce et elements de parement pour sa construction
US20100215442A1 (en) * 2009-02-26 2010-08-26 Ackerstein Industries Retaining wall stabilization system
FR2948386B1 (fr) 2009-07-22 2011-07-29 Terre Armee Int Dispositif de liaison pour un ouvrage en sol renforce, ouvrage et procede associes
HRP20140210T1 (hr) * 2010-03-25 2014-04-11 Terre Armée Internationale Potporni zid s ojaäśanim elementima za uzemljenje u zasipu
US9103089B2 (en) * 2013-03-15 2015-08-11 Tricon Precast, Ltd. Loop and saddle connection system and method for mechanically stablized earth wall
US20140345220A1 (en) 2013-05-24 2014-11-27 Francesco Ferraiolo Anchoring system for concrete panels in a stabilized earth structure
FR3010423B1 (fr) 2013-09-09 2016-02-19 Soletanche Freyssinet Systeme d'attache sur ancrage geotechnique et ensemble de renfort utilisant une telle attache.
US20150078838A1 (en) * 2013-09-18 2015-03-19 Kenneth Shaw Horizontal connection for mechanically stabilized earth walls
US10161099B2 (en) * 2014-12-22 2018-12-25 Tricon Precast, Ltd. Geosynthetic connection systems and methods for mechanically stablized earth walls
JP5931307B1 (ja) * 2016-01-26 2016-06-08 株式会社山源 止水装置
WO2020227398A1 (en) * 2019-05-07 2020-11-12 E.C. Manufacturing, LLC Landscaping walls, systems and methods

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4343571A (en) * 1978-07-13 1982-08-10 Soil Structures International Limited Reinforced earth structures
WO1984002510A1 (fr) * 1982-12-21 1984-07-05 Shiraijitsugyo Co Ltd Elingue en fibre en forme de courroie
US5624211A (en) * 1993-03-31 1997-04-29 Societe Civile Des Brevets Henri C. Vidal Modular block retaining wall construction and components
WO1998006907A1 (en) * 1996-08-09 1998-02-19 Derrick Ian Peter Price Soil reinforcement

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1050789A (de) * 1964-06-04 1965-08-27
DE2753243A1 (de) * 1977-11-29 1979-06-07 Bayer Ag Bewehrung von armierten erdbauwerken
JPS55144116A (en) * 1979-04-28 1980-11-10 Hirose Kozai Sangyo Flask device for manufacturing concrete block
EP0130949A3 (de) * 1983-06-28 1985-11-27 Luciano Sangiorgio Betonplatten und Erdverankerungsmittel dafür zum Erstellen einer Verkleidungsmauer mit veränderlicher Linienführung und zum Anbringen der Platten in der Mauerebene, sowie die so erstellte Verkleidungsmauer
DE9117119U1 (de) * 1991-09-25 1996-02-01 Gebr. Philipp GmbH, 63741 Aschaffenburg Seilschlaufeneinlegeteil für den Verbund von Betonfertigteilen
US5507599A (en) * 1993-03-31 1996-04-16 Societe Civile Des Brevets Henri C. Vidal Modular block retaining wall construction and components
US5568998A (en) * 1995-02-14 1996-10-29 The Tensar Corporation Precast wall panel and grid connection device
JPH08302693A (ja) * 1995-05-11 1996-11-19 Maeda Kousen Kk 補強土工法
CA2182430A1 (en) * 1995-08-18 1997-02-19 Michael Joseph Cowell Facing element for a stabilised earth structure
JPH1060896A (ja) * 1996-08-22 1998-03-03 Kyokado Eng Co Ltd 補強土構造物の壁面構造
FR2773372B1 (fr) * 1998-01-07 2000-03-24 Freyssinet Int Stup Systeme d'attache d'une bande d'armature a une paroi d'un ouvrage de soutenement renforce et procede de fabrication de la paroi
US6186703B1 (en) * 1998-03-12 2001-02-13 Shaw Technologies Mechanical interlocking means for retaining wall
US5975810A (en) * 1998-04-01 1999-11-02 Taylor; Thomas P. Geo-grid anchor

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4343571A (en) * 1978-07-13 1982-08-10 Soil Structures International Limited Reinforced earth structures
WO1984002510A1 (fr) * 1982-12-21 1984-07-05 Shiraijitsugyo Co Ltd Elingue en fibre en forme de courroie
US5624211A (en) * 1993-03-31 1997-04-29 Societe Civile Des Brevets Henri C. Vidal Modular block retaining wall construction and components
WO1998006907A1 (en) * 1996-08-09 1998-02-19 Derrick Ian Peter Price Soil reinforcement

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005040506A1 (en) 2003-10-13 2005-05-06 Freyssinet Reinforced soil structure and method for constructing it
FR2860811A1 (fr) 2003-10-13 2005-04-15 Freyssinet Int Stup Ouvrage en sol renforce et procede pour sa construction
FR2874392A1 (fr) * 2004-08-17 2006-02-24 Dominique Georges Guy Boscher Systeme modulaire de plaques d'ancrages pour murs de soutenements
US7850400B2 (en) 2004-11-25 2010-12-14 Freyssinet International (Stup) Stabilized soil structure and facing elements for its construction
US8152417B2 (en) 2004-11-25 2012-04-10 Terre Armee Internationale Stabilized soil structure and facing elements for its construction
CN101400861B (zh) * 2006-03-09 2011-01-19 泰瑞埃米国际公司 加固土结构及其建造中使用的护面构件
EA013729B1 (ru) * 2006-03-09 2010-06-30 Терр Арме Энтернасьональ Закрепляющая грунт конструкция и облицовочные элементы для ее изготовления
WO2007102070A3 (en) * 2006-03-09 2007-11-22 Terre Armee Int Stabilized soil structure and facing elements for its construction
HRP20080424B1 (hr) * 2006-03-09 2017-02-10 Terre Armee Internationale Stabilizirana struktura tla i elementi za oblaganje za njegovu konstrukciju
EP2434059A1 (de) 2010-09-24 2012-03-28 Terre Armée Internationale Verstärkte Bodenstruktur
EP2434060A1 (de) 2010-09-24 2012-03-28 Terre Armée Internationale Verstärkte Bodenstruktur
WO2012038549A1 (en) 2010-09-24 2012-03-29 Terre Armee Internationale A reinforced soil structure
US9080303B2 (en) 2010-09-24 2015-07-14 Terre Armee Internationale Reinforced soil structure
RU2544346C2 (ru) * 2010-11-26 2015-03-20 Терр Армэ Энтернасьональ Облицовочный элемент с приданной ему сжимаемостью

Also Published As

Publication number Publication date
FR2803610B1 (fr) 2002-09-27
JP2001226969A (ja) 2001-08-24
EP1114896B1 (de) 2005-03-16
AU1108501A (en) 2001-07-12
DE60109334D1 (de) 2005-04-21
AU780932B2 (en) 2005-04-28
US20010014255A1 (en) 2001-08-16
TR200100153A2 (tr) 2001-08-21
FR2803610A1 (fr) 2001-07-13
TR200100153A3 (tr) 2001-08-21
ATE291126T1 (de) 2005-04-15
JP4544754B2 (ja) 2010-09-15
US6447212B2 (en) 2002-09-10

Similar Documents

Publication Publication Date Title
EP1114896B1 (de) System zum Anbringen eines Bewehrungsbandes an einer Stützwand und Einrichtung zur Positionierung des Systems
BE1009023A3 (fr) Traverses pour voies ferrees de chemin de fer.
EP0188487B1 (de) Im erdboden verlegtes rohr mit grossem durchmesser
EP2550406B1 (de) Rückhaltewand mit bewehrter erde
CA2515316C (fr) Ouvrage en sol renforce et elements de parement pour sa construction
EP0003087A1 (de) Vorrichtung zur Verbindung von Skelettelementen aus Stahlbeton und Skelette bestehend aus mittels dieser Vorrichtungen verbundenen Elementen
EP0833987B1 (de) Durchgehend verstärkte trennwand, zugehorige herstellungsverfahren und schalung
WO2015019017A2 (fr) Dispositif d'etancheite et structure pour element en beton arme comprenant ledit dispositif
FR2948386A1 (fr) Dispositif de liaison pour un ouvrage en sol renforce, ouvrage et procede associes
EP0767881B1 (de) Flüssigkeitsrohr
FR2980808A1 (fr) Boitier d'attente monobloc en matiere plastique et dispositif obtenu avec un tel boitier
EP2283185B1 (de) Stabilisierungsbewehrung zur verwendung in bewehrten bodenkonstruktionen
FR2706498A1 (fr) Procédé de réalisation d'un ouvrage d'art voûté sous remblai, aménageant un passage.
EP0952307B1 (de) Verfahren zur Errichtung einer Struktur unterhalb einer Trägböschung eines Gleises bzw. einer Fahrbahn
BE898692A (fr) Poutre cintree en beton precontraint ou en beton arme
FR2584440A1 (fr) Douille de positionnement de tube lors de la coulee de beton arme.
EP1376808A1 (de) Vorrichtung zur Befestigung eines Kabelführungskanals auf einem Träger und Anordnung mit einem Kanal und einer solchen Vorrichtung
FR2938569A1 (fr) Mur prefabrique equipe d'un dispositif de mise en place d'un garde-corps
EP1852559B1 (de) Vorrichtung zur Schalungsverankerung
FR3100257A1 (fr) Dispositif pour la réalisation d'un mur de soutènement en massif renforcé
FR2605031A1 (fr) Poutre a deformation plastique controlee.
CH660618A5 (en) Device for guiding tubes and/or pipes coming out of concrete slabs and its use
FR2657639A1 (fr) Procede de coffrage d'une paroi en beton arme moulee dans une tranchee et coffrage pour la mise en óoeuvre de ce procede.
FR2806429A1 (fr) Procede pour renforcer un cable porteur de structure suspendue de genie civil et structure de genie civil comportant un cable porteur renforce
FR2997423A1 (fr) Dispositif de passage a niveau ameliore

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

17P Request for examination filed

Effective date: 20020111

AKX Designation fees paid

Free format text: AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

17Q First examination report despatched

Effective date: 20031008

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20050316

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050316

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050316

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050316

Ref country code: IE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050316

Ref country code: GB

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050316

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: FRENCH

REF Corresponds to:

Ref document number: 60109334

Country of ref document: DE

Date of ref document: 20050421

Kind code of ref document: P

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050616

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050616

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050617

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050627

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050907

GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]

Effective date: 20050316

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060131

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060131

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060131

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060131

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060131

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060131

26N No opposition filed

Effective date: 20051219

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20060929

BERE Be: lapsed

Owner name: FREYSSINET INTERNATIONAL (STUP)

Effective date: 20060131

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050616

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050316

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050316