EP0641893A1 - Barrière routière en béton - Google Patents

Barrière routière en béton Download PDF

Info

Publication number
EP0641893A1
EP0641893A1 EP94113590A EP94113590A EP0641893A1 EP 0641893 A1 EP0641893 A1 EP 0641893A1 EP 94113590 A EP94113590 A EP 94113590A EP 94113590 A EP94113590 A EP 94113590A EP 0641893 A1 EP0641893 A1 EP 0641893A1
Authority
EP
European Patent Office
Prior art keywords
rails
coupling
longitudinal
approximately
concrete baffle
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
EP94113590A
Other languages
German (de)
English (en)
Other versions
EP0641893B1 (fr
Inventor
Peter Rausch
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP0641893A1 publication Critical patent/EP0641893A1/fr
Application granted granted Critical
Publication of EP0641893B1 publication Critical patent/EP0641893B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E01F15/08—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/088—Details of element connection
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E01F15/08—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/081—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material
    • E01F15/083—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material using concrete

Definitions

  • the invention relates to a concrete guide wall for traffic routes made of interconnectable individual elements, each individual element being provided on its two narrow end faces with a coupling rail with at least approximately C- or T-shaped cross section, each coupling rail directly or indirectly via an intermediate link with a coupling rail adjacent individual element is connectable, and wherein the two mutually opposite coupling rails of each individual element are connected to one another by a longitudinal element consisting of longitudinal bars and narrow sides.
  • Such a concrete baffle has become known from the published patent application DE 39 42 838. It can be seen from this that a longitudinal element is fastened with its two narrow sides to the rear sides of the coupling rails of a single element. The narrow sides are formed by vertical round bars.
  • This known concrete baffle can only have longitudinal tensile forces take up to a limited extent, when lateral forces occur, the coupling rails are deformed and the concrete guide wall in the area of the couplings is destroyed. This can also lead to the failure of the drawstring effect.
  • the object of the invention is now to provide a concrete baffle which is more stable, is able to absorb higher longitudinal and transverse forces, and in which destruction in the coupling area can only occur under significantly higher loads.
  • this object is achieved in that the narrow sides of the longitudinal element of a concrete guide wall consist of profile rails or the like with at least one longitudinal web and transverse flanges, i.e. I, C or T-shaped profile rails or the like, the profile rails or the like being used as reinforcing elements connected to the rear of the coupling rails or integrated into them and firmly connected to them.
  • the coupling rails are reinforced in the longitudinal and transverse directions and it is particularly advantageously possible to force the longitudinal rods into the coupling rails via the longitudinally oriented webs of the profiled rails or the like.
  • the profiled rails or the like of the narrow sides of the longitudinal elements have flanges which protrude laterally beyond the associated coupling rail, then an even higher stiffening and, in addition, a substantially improved anchoring of the coupling rail is achieved.
  • the longitudinal bars of the longitudinal element are welded to the upper and lower end faces of the webs of the profile rails, the ends of the longitudinal bars being at a safety distance from the rear wall of the associated coupling rail and the profile rails and the associated coupling rails each without Longitudinal bars - are galvanized in one piece.
  • the coupling rails can be galvanized cheaply and efficiently with the profile rails as relatively compact units without bulky longitudinal bars.
  • the galvanized units can also be easily installed in the formwork of the concrete guide wall components. Now it is also easy to weld the longitudinal bars to the webs of the profile rails, whereby length tolerances of different formwork can be compensated for.
  • the safety distance prevents the galvanizing of the rear wall of the coupling rail from being damaged as a result of the welding work, and at the same time causes the end of the (non-galvanized) longitudinal rod to have a concrete cover.
  • the rails of the narrow sides of a longitudinal element are divided into two or more sections, with further longitudinal rods being arranged between the upper and lower longitudinal rods, the ends of which are integrated between the webs of the profiled rails which are spaced apart by approximately one longitudinal rod diameter and with the upper and lower sections are welded.
  • coupling rails and intermediate members can be advantageously achieved if, in the case of coupling rails with an at least approximately C-shaped cross section and approximately trapezoidal supporting legs, an intermediate member with an approximately I-shaped cross-section can be inserted into the coupling rail, the transversely extending flanges of which on the supporting legs facing side are substantially adapted to the shape of the support leg, the contact between flanges and support leg is given near the flange ends or near the support leg approaches.
  • the coupling rails lie on the narrow end faces of the individual elements in vertical slots which are open at the bottom but closed at the top are, the intermediate member can be inserted from below, or the individual elements can be pushed onto the intermediate member from above.
  • This embodiment ensures that the coupling area is largely protected from the weather and de-icing salts from above. In addition, it is not possible for unauthorized persons to remove intermediate links.
  • the invention also includes an embodiment in which to support the fulfillment of its task it can be provided that two interconnected adjacent individual elements are spaced apart by wedges, spacers or the like arranged in the joint between the two facing narrow end faces.
  • the intermediate links or the connection of the two adjacent individual elements are brought into tension or in a force-locking manner Status.
  • the wedges, spacers or the like are under pressure at the same time, so that the concrete guide wall consisting of the two individual elements - in the broader sense of many individual elements - is formed into a relatively rigid structure.
  • the interaction of the individual elements and the behavior of the concrete guide wall composed of these individual elements is thus significantly improved with regard to the side impact of motor vehicles.
  • the feared buckling or breaking through of a concrete baffle is largely prevented.
  • wedges, spacers or the like are now stored in vertical, approximately groove-shaped recesses of the narrow end faces, they also act as a bolt against transverse forces, transverse blows or transverse movement of the individual elements against one another.
  • the wedges or the like are designed as tubular pieces and are stored in vertical recesses which are conical and narrower towards the bottom, then advantageous handling and effect are predetermined.
  • the pipe sections can be inserted from above into the recesses opposite one another and forming a vertical hole and driven in until the connection is force-locked. In the event of a collision with vehicles, kinetic energy can be dissipated through the deformation of the pipe sections without the individual elements being damaged or destroyed.
  • the individual element 1 of a concrete guide wall according to the invention is shown in FIG. 1 as a transparent body with dashed outlines.
  • Coupling rails 3 are arranged on the two narrow end faces 2, which have an at least approximately C-shaped cross section.
  • a longitudinal element 5 is provided which connects the two coupling rails to one another.
  • the longitudinal element consists of two longitudinal bars 5 'and its two narrow sides 6 are formed by profiled rails 7. These rails have a T-profile, the web 7 'of which is longitudinal and the two flanges 7''are transverse.
  • the two coupling rails 3 lie in slots 9 and are drawn up to the apex of the individual element 1.
  • Fig. 2 shows the left half of a longitudinal element 5 which is welded to a coupling rail 3.
  • This longitudinal element has three longitudinal bars 5 '.
  • the profile rails 7 are again T-shaped in this embodiment, the profile rail being divided into two sections.
  • the upper and lower section are spaced from each other in the extent of the diameter of the longitudinal bars 5 '. This makes it possible to insert the middle longitudinal bar between the webs 7 'of the section rail sections and to weld them in at the top and bottom. So the force is applied absolutely centric.
  • the upper and lower longitudinal bars are welded to the end faces of the webs 7 ', as a result of which the introduction of force also takes place in the main plane of the overall construction.
  • a safety distance a is maintained between the ends of the longitudinal bars and the rear wall so as not to damage the galvanizing of the coupling rail during welding.
  • the flanges 7 ′′ of the profile rails 7 project laterally over the coupling rail 3 and thus form a particularly secure stiffening in the transverse direction and, moreover, they ensure a solid anchoring of the built-in parts in the concrete.
  • the profiled rails 7 are formed from approximately C-shaped pieces.
  • the longitudinally aligned webs 7 ' lie horizontally, the transversely projecting flanges 7' 'encompassing the coupling rails 3 laterally, approximately like pliers.
  • the profile rails 7 are welded to the coupling rail 3 and thus firmly connected to it.
  • the longitudinal bars 5 ' are welded to the webs 7' of the profile rails 7.
  • the coupling rail 3 shown in FIG. 4 with the profiled rail 7 welded to it as the narrow side of a longitudinal element together form a unit for the galvanizing. Since the longitudinal bars are not yet welded on, such units can be handled well and galvanized without any problems.
  • the coupling rail is at least approximately C-shaped, whereas the profile rail has an I-shape.
  • the web 7 ' is aligned longitudinally and lies in the Main level of the overall construction, the flanges 7 '' protrude laterally beyond the coupling rail.
  • Fig. 5 shows an oblique view of a coupling rail 3, on the back of which a profile rail 7 is connected.
  • the profile rail is integrated into the coupling rail.
  • the flanges 7 '' of the profile rail form a unit with the rear wall of the coupling rail.
  • the coupling rail and the profile rail forming a narrow side of a longitudinal element 5 can be made in one piece, e.g. extruded.
  • Fig. 6 the right half of a longitudinal element 5 can be seen, the longitudinal rods 5 'are welded to the upper and lower end faces of a T-shaped profile rail 7.
  • the welded-on coupling rail 3 has an I-shape and is suitable for being connected directly (without any further intermediate link) to the approximately C-shaped coupling rail of an adjacent individual element.
  • the ends of the longitudinal bars 5 ' have a safety distance a from the rear of the coupling rail.
  • Fig. 7 shows schematically in plan another way to design the narrow side of a longitudinal element.
  • the profile rail 7 is given by two C-profiles, the webs of which are aligned longitudinally.
  • a longitudinal bar 5 ' is welded between the webs.
  • the profile rails are welded to the coupling rail 3.
  • Fig. 8 shows a partial floor plan, in which a coupling rail 3 with an intermediate member inserted therein 4 is shown.
  • the coupling rail has an approximately C-shaped cross section with approximately trapezoidal support legs 8, as are found in conventional anchor rails (for example, Halfen rails).
  • the I-shaped intermediate member has flanges 4 'which are essentially adapted to the shape of the support legs on the side facing the support legs. Experience has shown that the points of contact are close to the flange ends or close to the support leg attachments.
  • Fig. 9 the head of a single element 1 can be seen with the visible narrow end face 2.
  • An approximately C-shaped coupling rail 3 lies in a vertical slot 9. The slot is open at the bottom, closed at the top.
  • An approximately I-shaped intermediate member 4 can be inserted from below into the coupling rail or the individual element can be pushed onto a pre-assembled intermediate member from above.
  • vertical, approximately trough-shaped recesses 11 can be seen in the end face, which are designed for the reception or storage of wedges 10 or the like.
  • a wedge is a piece of pipe that is chamfered on the underside.
  • the recesses can be conical in shape, being too narrow at the bottom.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Finishing Walls (AREA)
  • Food-Manufacturing Devices (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
EP94113590A 1993-09-07 1994-08-31 Barrière routière en béton Expired - Lifetime EP0641893B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT1793/93 1993-09-07
AT179393 1993-09-07

Publications (2)

Publication Number Publication Date
EP0641893A1 true EP0641893A1 (fr) 1995-03-08
EP0641893B1 EP0641893B1 (fr) 1997-08-06

Family

ID=3521096

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94113590A Expired - Lifetime EP0641893B1 (fr) 1993-09-07 1994-08-31 Barrière routière en béton

Country Status (4)

Country Link
EP (1) EP0641893B1 (fr)
AT (1) ATE156548T1 (fr)
DE (1) DE59403623D1 (fr)
ES (1) ES2107095T3 (fr)

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2754281A1 (fr) * 1996-10-09 1998-04-10 Snc Star Bloc separateur mobile pour voies de chaussees routieres ou autoroutieres ainsi que procede de fabrication de tels blocs
FR2783534A1 (fr) * 1998-09-18 2000-03-24 Georges Bukiatme Element de protection pour chantier et barriere de protection de chantier correspondante
EP1467028A1 (fr) * 2003-04-12 2004-10-13 Nordbeton GmbH Elément de séparation en forme d'un segment de mur apte à être placé sur une sous-couche
FR2862673A1 (fr) * 2003-11-21 2005-05-27 Saint Gobain Stradal Bloc allonge formant barriere telle qu'une barriere de securite pour voie de circulation routiere
DE102008045518A1 (de) * 2008-09-03 2010-03-04 Reiff-Beton Gmbh & Co Kg Betonschutzwand
WO2010057232A1 (fr) * 2008-11-20 2010-05-27 Rebloc Gmbh Dispositif de liaison permettant de relier des éléments de séparation pour des surfaces de circulation
DE102009011504A1 (de) * 2009-03-06 2010-09-09 Heintzmann Sicherheitssysteme Gmbh & Co. Kg Fahrzeugrückhaltesystem
WO2010144932A1 (fr) * 2009-06-15 2010-12-23 Kirchdorfer Fertigteilholding Gmbh Élément en traction
WO2011040902A1 (fr) * 2009-09-29 2011-04-07 Budd Michael L Sr Barrière médiane de séparation de trafic
AT509359B1 (de) * 2010-01-21 2012-02-15 Rebloc Gmbh Trennelement für verkehrsflächen
EP2236675A3 (fr) * 2009-04-03 2014-01-01 Rudus Betonituote Oy Barrière composée d'éléments de barrière et méthode de connexion et de déconnexion d'éléments de barrière entre eux
EP3088609A1 (fr) * 2015-04-27 2016-11-02 Anstar Oy Agencement de fixation pour éléments de barrière et élément de barrière
WO2020120820A1 (fr) 2018-12-14 2020-06-18 Ingecid, Investigación Y Desarrollo De Proyectos S.L. Barrière de sécurité routière
IT201900016088A1 (it) * 2019-09-11 2021-03-11 Anas S P A Barriera di sicurezza stradale
IT202100015191A1 (it) 2021-06-10 2022-12-10 Paver S P A Barriera stradale
SE2150947A1 (en) * 2021-07-15 2023-01-16 Smartprotect Nordic Ab Safety barrier and safety barrier system

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202009001529U1 (de) 2008-06-04 2009-10-15 Heinz Schnorpfeil Bau Gmbh Verbindungsvorrichtung
DE102008026661B4 (de) 2008-06-04 2012-10-25 Heinz Schnorpfeil Bau Gmbh Verkehrsleitwand
DE102008049966C5 (de) * 2008-10-02 2014-10-30 Linetech Gmbh & Co. Kg Anschluss für eine Verkehrsleitwand

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2331168A1 (de) * 1973-06-19 1975-01-16 Peter Dipl Ing Bofinger Verkettungsschloss fuer vorgefertigte betonleitplanken
FR2351212A1 (fr) * 1976-05-11 1977-12-09 Almer Bengt Oennert Bloc de beton, particulierement pour emploi comme barriere de route
US4844652A (en) * 1988-06-06 1989-07-04 Schrougham Benton Self-aligning curbing modules
EP0373279A1 (fr) * 1987-09-15 1990-06-20 Angel Garcia Ballesteros Procédé de production in situ de barrières de sécurité
DE3942838A1 (de) 1989-12-23 1991-06-27 Rausch Peter Betonleitwand
US5046884A (en) 1989-01-17 1991-09-10 Marino Girotti Roadway traffic barriers

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2331168A1 (de) * 1973-06-19 1975-01-16 Peter Dipl Ing Bofinger Verkettungsschloss fuer vorgefertigte betonleitplanken
FR2351212A1 (fr) * 1976-05-11 1977-12-09 Almer Bengt Oennert Bloc de beton, particulierement pour emploi comme barriere de route
EP0373279A1 (fr) * 1987-09-15 1990-06-20 Angel Garcia Ballesteros Procédé de production in situ de barrières de sécurité
US4844652A (en) * 1988-06-06 1989-07-04 Schrougham Benton Self-aligning curbing modules
US5046884A (en) 1989-01-17 1991-09-10 Marino Girotti Roadway traffic barriers
DE3942838A1 (de) 1989-12-23 1991-06-27 Rausch Peter Betonleitwand

Cited By (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2754281A1 (fr) * 1996-10-09 1998-04-10 Snc Star Bloc separateur mobile pour voies de chaussees routieres ou autoroutieres ainsi que procede de fabrication de tels blocs
FR2783534A1 (fr) * 1998-09-18 2000-03-24 Georges Bukiatme Element de protection pour chantier et barriere de protection de chantier correspondante
EP1467028A1 (fr) * 2003-04-12 2004-10-13 Nordbeton GmbH Elément de séparation en forme d'un segment de mur apte à être placé sur une sous-couche
DE10316911A1 (de) * 2003-04-12 2004-10-28 Nordbeton Gmbh Fahrbahntrennelement, das als auf eine Unterlage aufstellbarer Wandabschnitt ausgebildet ist
FR2862673A1 (fr) * 2003-11-21 2005-05-27 Saint Gobain Stradal Bloc allonge formant barriere telle qu'une barriere de securite pour voie de circulation routiere
DE102008045518A1 (de) * 2008-09-03 2010-03-04 Reiff-Beton Gmbh & Co Kg Betonschutzwand
DE102008045518B4 (de) * 2008-09-03 2014-09-04 Reiff-Beton Gmbh & Co Kg Betonschutzwand
WO2010057232A1 (fr) * 2008-11-20 2010-05-27 Rebloc Gmbh Dispositif de liaison permettant de relier des éléments de séparation pour des surfaces de circulation
US8388257B2 (en) 2008-11-20 2013-03-05 Rebloc Gmbh Connecting device for connecting separating elements for traffic areas
DE102009011504A1 (de) * 2009-03-06 2010-09-09 Heintzmann Sicherheitssysteme Gmbh & Co. Kg Fahrzeugrückhaltesystem
DE102009011504B4 (de) * 2009-03-06 2016-02-18 Heintzmann Sicherheitssysteme Gmbh & Co. Kg Fahrzeugrückhaltesystem aus Stahlblechen
EP2236675A3 (fr) * 2009-04-03 2014-01-01 Rudus Betonituote Oy Barrière composée d'éléments de barrière et méthode de connexion et de déconnexion d'éléments de barrière entre eux
WO2010144932A1 (fr) * 2009-06-15 2010-12-23 Kirchdorfer Fertigteilholding Gmbh Élément en traction
WO2011040902A1 (fr) * 2009-09-29 2011-04-07 Budd Michael L Sr Barrière médiane de séparation de trafic
AT509359B1 (de) * 2010-01-21 2012-02-15 Rebloc Gmbh Trennelement für verkehrsflächen
EP3088609A1 (fr) * 2015-04-27 2016-11-02 Anstar Oy Agencement de fixation pour éléments de barrière et élément de barrière
WO2020120820A1 (fr) 2018-12-14 2020-06-18 Ingecid, Investigación Y Desarrollo De Proyectos S.L. Barrière de sécurité routière
US11773549B2 (en) 2018-12-14 2023-10-03 Ingecid, Investigación Y Desarrollo De Proyectos S.L. Roadway safety barrier
IT201900016088A1 (it) * 2019-09-11 2021-03-11 Anas S P A Barriera di sicurezza stradale
WO2021048603A1 (fr) * 2019-09-11 2021-03-18 Anas S.P.A. Barrière de sécurité routière
IT202100015191A1 (it) 2021-06-10 2022-12-10 Paver S P A Barriera stradale
SE2150947A1 (en) * 2021-07-15 2023-01-16 Smartprotect Nordic Ab Safety barrier and safety barrier system
WO2023285351A1 (fr) * 2021-07-15 2023-01-19 Smartprotect Nordic Ab Barrière de sécurité et système de barrière de sécurité

Also Published As

Publication number Publication date
EP0641893B1 (fr) 1997-08-06
ES2107095T3 (es) 1997-11-16
ATE156548T1 (de) 1997-08-15
DE59403623D1 (de) 1997-09-11

Similar Documents

Publication Publication Date Title
EP0641893B1 (fr) Barrière routière en béton
DE69816898T2 (de) Bodenverankerung für ein Schutzplanken-Ende
EP2069577B1 (fr) Système de retenue de véhicules
EP1627956B1 (fr) Glissière de sécurité routière
DE2331168A1 (de) Verkettungsschloss fuer vorgefertigte betonleitplanken
EP1926859B1 (fr) Barriere de protection en madriers
EP0874940B1 (fr) Agencement de profiles de protection
EP2205797B1 (fr) Système de retenue pour véhicules
CH687087A5 (de) Schutzplankenanordnung fuer Fahrbahnen.
DE202006015433U1 (de) Übergangskonstruktion
DE10310715A1 (de) Erfindung betreffend Bauteile als Bewehrungselemente sowie daraus hergestellte Betonteile
EP2959061B1 (fr) Barrière de séparation de voie et système de retenue de véhicule équipé d'une telle barrière de séparation de voie
EP1997957A2 (fr) Système de retenue pour véhicule sur voirie
EP1031668B1 (fr) Elément de construction pour l'isolation thermique
EP1270833B1 (fr) Elément de construction pour l'isolation thermique
EP2565328B1 (fr) Barrière de séparation de voie ainsi que système de retenue de véhicule avec barrière de séparation de voie
DE1534540B1 (de) Leitplanke fuer Strassen,insbesondere in Einfachausfuehrung
DE4017455A1 (de) Doppelleitplanke zur sicherung von strassen
DE2633668C2 (de) Längsverschiebliche Verbindung zweier hintereinanderliegender balkenförmiger Bauwerksteile, insbesondere Brückenträger
DE3942838C2 (de) Betonleitwand
EP1441073B1 (fr) Mur protecteur en béton
EP0408091B1 (fr) Elément de liaison
AT413712B (de) Leitwand für verkehrswege
EP2075377A2 (fr) Dispositif de protection sur des voies de circulation
DE102006041362B4 (de) Übergangskonstruktion

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 DE ES FR IT LI NL

17P Request for examination filed

Effective date: 19950204

17Q First examination report despatched

Effective date: 19951214

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

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 DE ES FR IT LI NL

REF Corresponds to:

Ref document number: 156548

Country of ref document: AT

Date of ref document: 19970815

Kind code of ref document: T

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REF Corresponds to:

Ref document number: 59403623

Country of ref document: DE

Date of ref document: 19970911

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: CABINET ROLAND NITHARDT CONSEILS EN PROPRIETE INDU

ITF It: translation for a ep patent filed

Owner name: DOTT. FRANCO CICOGNA

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2107095

Country of ref document: ES

Kind code of ref document: T3

ET Fr: translation filed
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

26N No opposition filed
REG Reference to a national code

Ref country code: CH

Ref legal event code: PUE

Owner name: RAUSCH, PETER TRANSFER- MABA FERTIGTEILINDUSTRIE G

REG Reference to a national code

Ref country code: FR

Ref legal event code: TP

REG Reference to a national code

Ref country code: CH

Ref legal event code: PCAR

Free format text: CABINET ROLAND NITHARDT CONSEILS EN PROPRIETE INDUSTRIELLE S.A.;Y-PARC RUE GALILEE;1400 YVERDON-LES-BAINS (CH)

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20090819

Year of fee payment: 16

Ref country code: ES

Payment date: 20090821

Year of fee payment: 16

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20090820

Year of fee payment: 16

Ref country code: CH

Payment date: 20090824

Year of fee payment: 16

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20091026

Year of fee payment: 16

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 20090821

Year of fee payment: 16

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20090825

Year of fee payment: 16

BERE Be: lapsed

Owner name: *MABA FERTIGTEILINDUSTRIE G.M.B.H.

Effective date: 20100831

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20110301

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Ref country code: CH

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

Effective date: 20100831

Ref country code: LI

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

Effective date: 20100831

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20110502

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

Ref country code: AT

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

Effective date: 20100831

Ref country code: IT

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

Effective date: 20100831

Ref country code: NL

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

Effective date: 20110301

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 59403623

Country of ref document: DE

Effective date: 20110301

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

Ref country code: FR

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

Effective date: 20100831

Ref country code: DE

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

Effective date: 20110301

Ref country code: BE

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

Effective date: 20100831

PGRI Patent reinstated in contracting state [announced from national office to epo]

Ref country code: AT

Effective date: 20110608

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20111019

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 NON-PAYMENT OF DUE FEES

Effective date: 20100901

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20130902

Year of fee payment: 20

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK07

Ref document number: 156548

Country of ref document: AT

Kind code of ref document: T

Effective date: 20140831