EP2730700A1 - Vehicle restraint system for fitting to a bridge structure - Google Patents

Vehicle restraint system for fitting to a bridge structure Download PDF

Info

Publication number
EP2730700A1
EP2730700A1 EP13186098.3A EP13186098A EP2730700A1 EP 2730700 A1 EP2730700 A1 EP 2730700A1 EP 13186098 A EP13186098 A EP 13186098A EP 2730700 A1 EP2730700 A1 EP 2730700A1
Authority
EP
European Patent Office
Prior art keywords
restraint system
vehicle restraint
thrust element
slide
bridge structure
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
EP13186098.3A
Other languages
German (de)
French (fr)
Other versions
EP2730700B1 (en
Inventor
Werner Thewes
Erwin Lenhardt
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.)
SPIG Schutzplanken Produktions GmbH and Co KG
Original Assignee
SPIG Schutzplanken Produktions GmbH and Co KG
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 SPIG Schutzplanken Produktions GmbH and Co KG filed Critical SPIG Schutzplanken Produktions GmbH and Co KG
Publication of EP2730700A1 publication Critical patent/EP2730700A1/en
Application granted granted Critical
Publication of EP2730700B1 publication Critical patent/EP2730700B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • E01F15/04—Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0476—Foundations
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
    • E01D19/103—Parapets, railings ; Guard barriers or road-bridges
    • 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
    • E01F15/085—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 metal

Definitions

  • the invention relates to a vehicle restraint system for arrangement on a bridge structure according to the features in the preamble of claim 1.
  • Such a vehicle restraint system counts within the scope of DE 103 18 357 B4 to the state of the art. It comprises a steel guideway, which consists of guide rails in batches.
  • the baffles each consist of a trapezoidal in cross-section housing with lateral Aufstanderieln, extending above the housing spar and from the spar to the housing-spaced posts.
  • Each barrier is provided with at least one Gleitancenset having a coupled with a post U-shaped support shoe and a flat push element connected thereto.
  • the thrust element in the form of a slide rail is wedge-shaped in plan view. It lies between two guide rails of a slipway that can be anchored on the bridge structure.
  • Thrust element Querwulste are provided which cooperate with brake brackets which are longitudinally displaceable attached to the guide rails of the slide. These brake pads are contacted by the transverse beads in an impact of a motor vehicle on the Leitschwellenstrang when the pusher has covered about half of its predetermined displacement travel. Therefore, this displacement path allows a comparatively soft catch even lighter vehicles and their passing along the Leitschwellenstrang without the vehicles are thrown back into the driveway.
  • a further displacement of the thrust element is opposed to a resistance that can be determined by the amount of bias of the brake pads on the slide.
  • the brake pads then move together with the pusher along the slide so that the vehicle restraint system intercepts the force of the impact of the vehicle and converts the kinetic energy into frictional, deformation and thermal energy.
  • the invention is - based on the prior art - the object to improve the known vehicle restraint system in terms of a more economical production and easier installation.
  • both the slideway and the sliding surface supported on the sliding element thrust element are formed from steel plates and connected by slots in the thrust element and holes in the slideway passing through bolt with a defined bias with each other and with the bridge structure.
  • the Gleitancenset is reduced in this way with respect to its individual parts to a minimum. The production cost is reduced and as a result, the assembly is simplified.
  • the vehicle restraint system according to the invention is always at least limitedly displaced under any impact angle, so that the impact energy is converted into friction and / or deformation energy and heat energy.
  • the pusher expediently has the same width as the slide.
  • two spaced apart aligned slots are provided on each side of the support shoe, which are then interspersed in each case by a bolt. Consequently, thrust element and Slideway defined by means of only four bolts with each other and on the bridge structure with bias, so that each new Gleitancenset at a Leitschwelle consists only of the associated with the support shoe pusher, the slide and the four bolts.
  • each threshold of the Leitschwellenstrangs is designed asymmetrically with respect to their vertical central longitudinal plane to allow more space depending on the local conditions on the side facing away from the track for the displacement of the Leitschwellenstrangs in a vehicle collision. That is, the Aufstanderiel on the track side is wider than that formed on the side facing away from the track.
  • the thrust element is dimensioned thicker than the slide.
  • a bridge railing 4 extends in the lateral distance to the bridge railing 4 on the long horizontal leg 5 of the bridge cap 2 a vehicle restraint system 6 with a steel Leitschwellenstrang 7 from shot-wise composite thresholds. 8 Through the Leitschwellenstrang 7 and the bridge railing 4 a service route 9 is formed for service personnel.
  • the Leitschwellenstrang 7 limits a guideway 10 for motor vehicles eleventh
  • each threshold 8 has a trapezoidal in vertical section housing 12 with side Aufstanderieln 13, a running above the housing 12, in cross-section approximately C-shaped rail 14 and the spar 14 to the housing 12 spaced posts 15 with a likewise C-shaped Cross-section on.
  • the posts 15 are fastened on the one hand on the upper side of the housing 12 via blanks 16 and on the other hand on an in the housing 12 just above the Aufstanderiel 13 arranged horizontal plate 16 (see also FIGS. 4 and 5 ).
  • each threshold 8 is formed so asymmetrical with respect to its vertical central longitudinal plane that the the driving path 10 facing uprising wing 13 is wider than the guideway 10 facing away from Aufstanderiel 13.
  • Two successive Leitschwellen 8 are connected in the height range of the housing 12 via end-side connecting plates 17 and in the region of the spars 14 via C-shaped coupling pieces 18 using bolts 19 together.
  • the Aufstanderiel 13 adjacent barriers 8 are screwed by coupling plates 20 together.
  • Each barrier 8 comprises in the region of a post 15 a Gleitancenset 21 (see FIGS. 4 and 5 ), which has a coupled to the post 15 U-shaped support shoe 22 with the horizontal plate 16 mounted thereon and a plate-like thrust element 23 connected thereto, which is supported flat on a slide 24. Both the slide 24 and the push element 23 are formed of steel plates. The thrust element 23 and the slide 24 are connected by elongated holes 25 in the thrust element 23 and by not shown holes in the slide 24 passing through bolt 26 with a defined bias with each other and with the bridge structure 1.
  • the support guard 22 is connected to the end 10 facing the guideway 10 via two bolts 28 and at the opposite end 29 via a bolt 30 with the thrust element 23. It also serves as a water passage, including 13 through holes 31 are provided in the uprising wings.
  • the length of the push element 23 corresponds to about 2/3 of the length of the slide 24, while the width of the push element 23 and slide 24 is sized equal.
  • the thrust element 23 is made thicker than the slideway 24.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Abstract

The vehicle restraint system (6) has a guard rail (7) of steel, and a check sill (8) provided with a slide bar set (21). The slide bar set has a U-shaped support shoe and a flat pushing element that is connected with the U-shaped support shoe. The U-shaped support shoe is coupled with a support of the check sill. A slide track and the flat pushing element are made of steel plates. Screw bolts are connected with each other and with a bridge structure (1) by elongated holes in the pushing element and bore holes in the slide track.

Description

Die Erfindung betrifft ein Fahrzeugrückhaltesystem zur Anordnung auf einem Brückenbauwerk gemäß den Merkmalen im Oberbegriff des Anspruchs 1.The invention relates to a vehicle restraint system for arrangement on a bridge structure according to the features in the preamble of claim 1.

Ein derartiges Fahrzeugrückhaltesystem zählt im Umfang der DE 103 18 357 B4 zum Stand der Technik. Es umfasst einen aus Leitschwellen schussweise zusammengesetzten Leitschwellenstrang aus Stahl. Die Leitschwellen bestehen jeweils aus einem im Querschnitt trapezförmigen Gehäuse mit seitlichen Aufstandflügeln, einem oberhalb des Gehäuses verlaufenden Holm sowie aus den Holm zum Gehäuse distanzierenden Pfosten. Jede Leitschwelle ist mit mindestens einem Gleitleistenset versehen, welches einen mit einem Pfosten gekoppelten U-förmigen Stützschuh und ein mit diesem verbundenes flaches Schubelement aufweist. Das Schubelement in Form einer Gleitschiene ist in der Draufsicht keilförmig ausgebildet. Es liegt zwischen zwei Führungsleisten einer auf dem Brückenbauwerk verankerbaren Gleitbahn. An dem dem Fahrweg zugewandten breiten Ende des Schubelements sind Querwulste vorgesehen, die mit Bremskonsolen zusammen wirken, welche längsverschieblich an den Führungsleisten der Gleitbahn befestigt sind. Diese Bremskonsolen werden bei einem Aufprall eines Kraftfahrzeugs auf den Leitschwellenstrang von den Querwulsten kontaktiert, wenn das Schubelement etwa die Hälfte seines vorbestimmten Verlagerungswegs zurückgelegt hat. Dieser Verlagerungsweg erlaubt daher ein vergleichsweise weiches Auffangen auch leichterer Kraftfahrzeuge und ihr Entlangführen an dem Leitschwellenstrang, ohne dass die Kraftfahrzeuge in den Fahrweg zurück geschleudert werden.Such a vehicle restraint system counts within the scope of DE 103 18 357 B4 to the state of the art. It comprises a steel guideway, which consists of guide rails in batches. The baffles each consist of a trapezoidal in cross-section housing with lateral Aufstandflügeln, extending above the housing spar and from the spar to the housing-spaced posts. Each barrier is provided with at least one Gleitleistenset having a coupled with a post U-shaped support shoe and a flat push element connected thereto. The thrust element in the form of a slide rail is wedge-shaped in plan view. It lies between two guide rails of a slipway that can be anchored on the bridge structure. At the wide end of the track facing the track Thrust element Querwulste are provided which cooperate with brake brackets which are longitudinally displaceable attached to the guide rails of the slide. These brake pads are contacted by the transverse beads in an impact of a motor vehicle on the Leitschwellenstrang when the pusher has covered about half of its predetermined displacement travel. Therefore, this displacement path allows a comparatively soft catch even lighter vehicles and their passing along the Leitschwellenstrang without the vehicles are thrown back into the driveway.

Ist der Verlagerungsweg bis zum Kontakt der Querwulste mit den Bremskonsolen, zum Beispiel beim Aufprall eines LKW's, erschöpft, wird einer weiteren Verlagerung des Schubelements ein Widerstand entgegengesetzt, der durch die Höhe der Vorspannung der Bremskonsolen an der Gleitbahn bestimmt werden kann. Die Bremskonsolen verlagern sich dann zusammen mit dem Schubelement entlang der Gleitbahn, so dass das Fahrzeugrückhaltesystem auf diese Weise die Wucht des Aufpralls des Kraftfahrzeugs abfängt und die kinetische Energie in Reibungs-, Verformungs- und Wärmeenergie umwandelt.If the displacement path to the contact of Querwulste with the brake brackets, for example, the impact of a truck, exhausted, a further displacement of the thrust element is opposed to a resistance that can be determined by the amount of bias of the brake pads on the slide. The brake pads then move together with the pusher along the slide so that the vehicle restraint system intercepts the force of the impact of the vehicle and converts the kinetic energy into frictional, deformation and thermal energy.

Obwohl sich das bekannte Fahrzeugrückhaltesystem bei seiner Verwendung auf Brückenbauwerken in der Praxis bewährt hat, besitzt es jedoch die Eigenschaft, dass es aus mehreren Einzelteilen gebildet wird, deren Herstellung und Montage demzufolge mit einem größeren Aufwand verbunden ist.Although the known vehicle restraint system has proven its worth in practice on bridge structures in practice, it has the property that it is formed of several individual parts, the production and assembly is therefore associated with a greater effort.

Der Erfindung liegt - ausgehend vom Stand der Technik - die Aufgabe zugrunde, das bekannte Fahrzeugrückhaltesystem im Sinne einer wirtschaftlicheren Fertigung und einfacheren Montage zu verbessern.The invention is - based on the prior art - the object to improve the known vehicle restraint system in terms of a more economical production and easier installation.

Die Lösung dieser Aufgabe besteht nach der Erfindung in den Merkmalen des Anspruchs 1.The solution to this problem consists according to the invention in the features of claim 1.

Vorteilhafte Weiterbildungen der Erfindung sind Gegenstand der Ansprüche 2 bis 6.Advantageous developments of the invention are subject matter of claims 2 to 6.

Erfindungsgemäß sind nunmehr sowohl die Gleitbahn als auch das auf der Gleitbahn flächig abgestützte Schubelement aus Stahlplatten gebildet und durch Langlöcher in dem Schubelement sowie Bohrungen in der Gleitbahn durchsetzende Schraubbolzen mit einer definierten Vorspannung untereinander und mit dem Brückenbauwerk verbunden. Das Gleitleistenset wird auf diese Weise bezüglich seiner Einzelteile auf ein Minimum reduziert. Der Herstellungsaufwand wird herabgesetzt und in Folge davon auch die Montage vereinfacht.According to the invention now both the slideway and the sliding surface supported on the sliding element thrust element are formed from steel plates and connected by slots in the thrust element and holes in the slideway passing through bolt with a defined bias with each other and with the bridge structure. The Gleitleistenset is reduced in this way with respect to its individual parts to a minimum. The production cost is reduced and as a result, the assembly is simplified.

Aufgrund des gezielt großflächigen Kontakts des mit dem U-förmigen Stützschuh gekoppelten Schubelements mit der Gleitbahn und der definierbaren Vorspannung des Schubelements mit der Gleitbahn einerseits und mit dem Brückenbauwerk andererseits über Langlöcher in dem Schubelement sowie Bohrungen in der Gleitbahn durchsetzende Schraubbolzen kann das Fahrzeugrückhaltesystem so auf einem Brückenbauwerk verankert werden, dass auch LKW's der höchsten Gewichtsklasse von etwa 40 Tonnen einwandfrei unter begrenzter bogenförmiger Auslenkung des Leitschwellenstrangs an diesem entlang geführt und nicht in den Fahrweg zurückgeschleudert werden. Auch wird vermieden, dass eine in der Regel auf dem Brückenbauwerk befestigte Brückenkappe bei einem Fahrzeugaufprall vom Brückenbauwerk abgerissen wird. Aber auch bei einem Aufprall von Personenkraftwagen (PKW) kleinerer Größenordnung wird der von der Bundesanstalt für Straßenwesen (BASt) geforderte ASI-Wert, d. h. die Bremsverzögerung, eingehalten. Demnach wird selbst bei leichteren PKW das erfindungsgemäße Fahrzeugrückhaltesystem unter gleich welchem Aufprallwinkel auch immer zumindest begrenzt verlagert, so dass die Aufprallenergie in Reibungs- und/oder Verformungsenergie sowie Wärmeenergie umgewandelt wird.Due to the targeted large-area contact of the coupled with the U-shaped support shoe thrust element with the slide and the definable bias of the thrust element with the slide on the one hand and with the bridge structure on the other hand via slots in the thrust element and holes in the slide passing bolts, the vehicle restraint system on a Anchored bridge structure that even trucks of the highest weight class of about 40 tons properly with limited arcuate deflection of the Leitschwellenstrangs along this led and are not thrown back into the driveway. It is also avoided that a bridge cap, which is usually fastened on the bridge structure, is torn off the bridge structure in the event of a vehicle impact. But even in a collision of passenger cars (cars) of smaller size of the required by the Federal Highway Research Institute (BASt) ASI value, ie. H. the braking delay, respected. Accordingly, even with lighter cars, the vehicle restraint system according to the invention is always at least limitedly displaced under any impact angle, so that the impact energy is converted into friction and / or deformation energy and heat energy.

Das Schubelement besitzt zweckmäßig dieselbe Breite wie die Gleitbahn.The pusher expediently has the same width as the slide.

Vorzugsweise sind auf jeder Seite des Stützschuhs zwei mit Abstand hintereinander ausgerichtete Langlöcher vorgesehen, die dann jeweils von einem Schraubbolzen durchsetzt sind. Folglich werden Schubelement und Gleitbahn mittels nur vier Schraubbolzen miteinander und auf dem Brückenbauwerk mit Vorspannung festgelegt, so dass jedes neue Gleitleistenset an einer Leitschwelle lediglich aus dem mit dem Stützschuh verbundenen Schubelement, der Gleitbahn und den vier Schraubbolzen besteht.Preferably, two spaced apart aligned slots are provided on each side of the support shoe, which are then interspersed in each case by a bolt. Consequently, thrust element and Slideway defined by means of only four bolts with each other and on the bridge structure with bias, so that each new Gleitleistenset at a Leitschwelle consists only of the associated with the support shoe pusher, the slide and the four bolts.

Es ist ferner von Vorteil, dass der Stützschuh an dem einem Fahrweg zugewandten Ende über zwei Schraubbolzen und an dem gegenüberliegenden Ende über einen Schraubbolzen mit dem Schubelement verbunden ist. Diese Gestaltung kommt dem Sachverhalt zugute, dass jede Leitschwelle des Leitschwellenstrangs in Bezug auf ihre vertikale Mittellängsebene asymmetrisch gestaltet ist, um in Abhängigkeit von den örtlichen Gegebenheiten auf der dem Fahrweg abgewandten Seite mehr Raum zur Verlagerung des Leitschwellenstrangs bei einem Fahrzeugaufprall zu ermöglichen. Das heißt, der Aufstandflügel auf der Fahrwegseite ist breiter als der auf der dem Fahrweg abgewandten Seite ausgebildet.It is also advantageous that the support shoe is connected at the end facing a track via two bolts and at the opposite end via a bolt with the thrust element. This design benefits from the fact that each threshold of the Leitschwellenstrangs is designed asymmetrically with respect to their vertical central longitudinal plane to allow more space depending on the local conditions on the side facing away from the track for the displacement of the Leitschwellenstrangs in a vehicle collision. That is, the Aufstandflügel on the track side is wider than that formed on the side facing away from the track.

Es ist für eine Verlagerung des Leitschwellenstrangs ausreichend, wenn die Länge des Schubelements etwa 2/3 der Länge der Gleitbahn entspricht.It is sufficient for a displacement of the Leitschwellenstrangs when the length of the thrust element corresponds to about 2/3 of the length of the slideway.

Des Weiteren ist es aus Materialersparnisgründen sinnvoll, dass das Schubelement dicker als die Gleitbahn bemessen ist.Furthermore, it makes sense for material saving reasons that the thrust element is dimensioned thicker than the slide.

Die Erfindung ist nachfolgend anhand eines in den Zeichnungen veranschaulichten Ausführungsbeispiels näher erläutert. Es zeigen:

Figur 1
in der Perspektive im Schema einen Ausschnitt aus einem Brückenbauwerk mit einem auf einer Brückenkappe angeordneten Fahrzeugrückhaltesystem;
Figur 2
in vergrößerter Darstellung in der Perspektive ein Detail der Figur 1 mit nur einer Leitschwelle vor ihrer Verlagerung durch ein aufprallendes Kraftfahrzeug;
Figur 3
in der Perspektive eine Leitschwelle während einer Verlagerung;
Figur 4
in der Perspektive ein Gleitleistenset einer Leitschwelle vor der Verlagerung und
Figur 5
das Gleitleistenset der Figur 4 nach der Verlagerung durch ein Kraftfahrzeug.
The invention is explained in more detail with reference to an embodiment illustrated in the drawings. Show it:
FIG. 1
in perspective in the diagram a section of a bridge structure with a arranged on a bridge cap vehicle restraint system;
FIG. 2
in an enlarged view in perspective a detail of FIG. 1 with only one threshold before its displacement by an impacting motor vehicle;
FIG. 3
in perspective, a threshold during a relocation;
FIG. 4
in perspective a Gleitleistenset a Leitschwelle before the relocation and
FIG. 5
the Gleitleistenset the FIG. 4 after relocation by a motor vehicle.

Mit 1 ist in der Figur 1 ein Teil eines Brückenbauwerks aus Beton bezeichnet, das randseitig mit einer im vertikalen Querschnitt L-förmigen Brückenkappe 2 versehen ist.With 1 is in the FIG. 1 a part of a bridge structure made of concrete, which is provided at the edge with a vertical cross-section L-shaped bridge cap 2.

Wie auch die Figur 2 erkennen lässt, verläuft beim Ausführungsbeispiel oberhalb des kurzen vertikalen Schenkels 3 der Brückenkappe 2 ein Brückengeländer 4. Im seitlichen Abstand zum Brückengeländer 4 erstreckt sich auf dem langen horizontalen Schenkel 5 der Brückenkappe 2 ein Fahrzeugrückhaltesystem 6 mit einem stählernen Leitschwellenstrang 7 aus schussweise zusammengesetzten Leitschwellen 8. Durch den Leitschwellenstrang 7 und das Brückengeländer 4 wird ein Betriebsweg 9 für Dienstpersonal gebildet. Der Leitschwellenstrang 7 begrenzt einen Fahrweg 10 für Kraftfahrzeuge 11.Like the FIG. 2 In the embodiment, above the short vertical leg 3 of the bridge cap 2, a bridge railing 4 extends in the lateral distance to the bridge railing 4 on the long horizontal leg 5 of the bridge cap 2 a vehicle restraint system 6 with a steel Leitschwellenstrang 7 from shot-wise composite thresholds. 8 Through the Leitschwellenstrang 7 and the bridge railing 4 a service route 9 is formed for service personnel. The Leitschwellenstrang 7 limits a guideway 10 for motor vehicles eleventh

Wie insbesondere die Figuren 2 und 3 erkennen lassen, weist jede Leitschwelle 8 ein im vertikalen Querschnitt trapezförmiges Gehäuse 12 mit seitlichen Aufstandflügeln 13, einen oberhalb des Gehäuses 12 verlaufenden, im Querschnitt etwa C-förmigen Holm 14 sowie den Holm 14 zum Gehäuse 12 distanzierende Pfosten 15 mit einem ebenfalls C-förmigen Querschnitt auf. Die Pfosten 15 sind einerseits an der Oberseite des Gehäuses 12 über Ronden 16 befestigt und andererseits an einem im Gehäuse 12 knapp oberhalb der Aufstandflügel 13 angeordneten Horizontalblech 16 (siehe auch Figuren 4 und 5).How the particular Figures 2 and 3 can show, each threshold 8 has a trapezoidal in vertical section housing 12 with side Aufstandflügeln 13, a running above the housing 12, in cross-section approximately C-shaped rail 14 and the spar 14 to the housing 12 spaced posts 15 with a likewise C-shaped Cross-section on. The posts 15 are fastened on the one hand on the upper side of the housing 12 via blanks 16 and on the other hand on an in the housing 12 just above the Aufstandflügel 13 arranged horizontal plate 16 (see also FIGS. 4 and 5 ).

Insbesondere aus der Figur 3 ist erkennbar, dass jede Leitschwelle 8 bezüglich ihrer vertikalen Mittellängsebene derart asymmetrisch ausgebildet ist, dass der dem Fahrweg 10 zugewandte Aufstandflügel 13 breiter als der dem Fahrweg 10 abgewandte Aufstandflügel 13 bemessen ist.In particular from the FIG. 3 It can be seen that each threshold 8 is formed so asymmetrical with respect to its vertical central longitudinal plane that the the driving path 10 facing uprising wing 13 is wider than the guideway 10 facing away from Aufstandflügel 13.

Zwei aufeinander folgende Leitschwellen 8 sind im Höhenbereich der Gehäuse 12 über endseitige Verbindungsbleche 17 und im Bereich der Holme 14 über C-förmige Kuppelstücke 18 unter Einsatz von Schraubbolzen 19 miteinander verbunden. Auch die Aufstandflügel 13 benachbarter Leitschwellen 8 sind durch Koppelbleche 20 aneinander geschraubt.Two successive Leitschwellen 8 are connected in the height range of the housing 12 via end-side connecting plates 17 and in the region of the spars 14 via C-shaped coupling pieces 18 using bolts 19 together. The Aufstandflügel 13 adjacent barriers 8 are screwed by coupling plates 20 together.

Jede Leitschwelle 8 umfasst im Bereich eines Pfostens 15 ein Gleitleistenset 21 (siehe Figuren 4 und 5), welches einen mit dem Pfosten 15 gekoppelten U-förmigen Stützschuh 22 mit dem darauf befestigten Horizontalblech 16 und ein mit diesem verbundenes plattenartiges Schubelement 23 aufweist, das auf einer Gleitbahn 24 flächig abgestützt ist. Sowohl die Gleitbahn 24 als auch das Schubelement 23 sind aus Stahlplatten gebildet. Das Schubelement 23 und die Gleitbahn 24 sind durch Langlöcher 25 in dem Schubelement 23 sowie durch nicht näher dargestellte Bohrungen in der Gleitbahn 24 durchsetzende Schraubbolzen 26 mit einer definierten Vorspannung untereinander und mit dem Brückenbauwerk 1 verbunden.Each barrier 8 comprises in the region of a post 15 a Gleitleistenset 21 (see FIGS. 4 and 5 ), which has a coupled to the post 15 U-shaped support shoe 22 with the horizontal plate 16 mounted thereon and a plate-like thrust element 23 connected thereto, which is supported flat on a slide 24. Both the slide 24 and the push element 23 are formed of steel plates. The thrust element 23 and the slide 24 are connected by elongated holes 25 in the thrust element 23 and by not shown holes in the slide 24 passing through bolt 26 with a defined bias with each other and with the bridge structure 1.

Auf jeder Seite des mit dem Gehäuse 12 vorzugsweise durch Schweißung verbundenen Stützschuhs 22 sind zwei mit Abstand hintereinander ausgerichtete Langlöcher 25 vorgesehen. Jedes Langloch 25 wird von einem Schraubbolzen 26 durchsetzt.On each side of the support shoe 22 preferably connected to the housing 12 by welding, two elongated holes 25 are provided at a distance one behind the other. Each slot 25 is penetrated by a bolt 26.

Der Stützschutz 22 ist an dem dem Fahrweg 10 zugewandten Ende 27 über zwei Schraubbolzen 28 und an dem gegenüberliegenden Ende 29 über einen Schraubbolzen 30 mit dem Schubelement 23 verbunden. Er dient auch als Wasserdurchlauf, wozu in den Aufstandflügeln 13 Durchgangslöcher 31 vorgesehen sind.The support guard 22 is connected to the end 10 facing the guideway 10 via two bolts 28 and at the opposite end 29 via a bolt 30 with the thrust element 23. It also serves as a water passage, including 13 through holes 31 are provided in the uprising wings.

Die Länge des Schubelements 23 entspricht etwa 2/3 der Länge der Gleitbahn 24, während die Breite von Schubelement 23 und Gleitbahn 24 gleich groß bemessen ist.The length of the push element 23 corresponds to about 2/3 of the length of the slide 24, while the width of the push element 23 and slide 24 is sized equal.

Das Schubelement 23 ist dicker als die Gleitbahn 24 gestaltet.The thrust element 23 is made thicker than the slideway 24.

Bezugszeichen:Reference numerals:

1 -1 -
Brückenbauwerkbridge construction
2 -2 -
Brückenkappebridge cap
3 -3 -
Schenkel v. 2Thighs v. 2
4 -4 -
Brückengeländerbridge railing
5 -5 -
Schenkel v. 2Thighs v. 2
6 -6 -
FahrzeugrückhaltesystemVehicle restraint system
7 -7 -
LeitschwellenstrangA crash barrier
8 -8th -
Leitschwelleguide barrier
9 -9 -
Betriebswegoperating path
10 -10 -
Fahrwegroadway
11 -11 -
Kraftfahrzeugmotor vehicle
12 -12 -
Gehäusecasing
13 -13 -
AufstandflügelRiot wings
14 -14 -
HolmHolm
15 -15 -
Pfostenpost
16 -16 -
HorizontalblechHorizontal plate
17 -17 -
Verbindungsblecheconnecting plates
18 -18 -
Kuppelstückecoupling pieces
19 -19 -
Schraubbolzenbolts
20 -20 -
Koppelblechecoupling plates
21 -21 -
GleitleistensetGleitleistenset
22 -22 -
Stützschuhsupport shoe
23 -23 -
Schubelementpush element
24 -24 -
Gleitbahnslipway
25 -25 -
Langlöcher in 23Long holes in 23
26 -26 -
Schraubbolzenbolts
27 -27 -
Ende v. 22End of v. 22
28 -28 -
Schraubbolzenbolts
29 -29 -
Ende v. 29End of v. 29
30 -30 -
Schraubbolzenbolts
31 -31 -
Durchgangslöcher in 13Through holes in 13

Claims (6)

Fahrzeugrückhaltesystem (6) zur Anordnung auf einem Brückenbauwerk (1), das einen aus Leitschwellen (8) schussweise zusammen gesetzten Leitschwellenstrang (7) aus Stahl umfasst, bei welchem jede Leitschwelle (8) mit mindestens einem Gleitleistenset (21) versehen ist, welches einen mit einem Pfosten (15) der Leitschwelle (8) gekoppelten U-förmigen Stützschuh (22) und ein mit diesem verbundenes flaches Schubelement (23) aufweist, das mit dem Leitschwellenstrang (7) gegen einen vorbestimmbaren Widerstand entlang einer auf dem Brückenbauwerk (1) verankerbaren Gleitbahn (24) quer zur Längserstreckung des Leitschwellenstrangs (7) verlagerbar ist, dadurch gekennzeichnet, dass sowohl die Gleitbahn (24) als auch das auf der Gleitbahn (24) flächig abgestützte Schubelement (23) aus Stahlplatten gebildet und durch Langlöcher (25) in dem Schubelement (23) sowie Bohrungen in der Gleitbahn (24) durchsetzende Schraubbolzen (26) mit einer definierten Vorspannung untereinander und mit dem Brückenbauwerk (1) verbunden sind.A vehicle restraint system (6) for mounting on a bridge structure (1) comprising a steel guidewire (7) composed of guide sleepers (8) in which each guideways (8) is provided with at least one sliding block set (21) comprising a comprising a post (15) of the barrier (8) coupled U-shaped support shoe (22) and connected thereto a flat push element (23) with the Leitschwellenstrang (7) against a predeterminable resistance along a on the bridge structure (1) anchored slideway (24) transversely to the longitudinal extent of the Leitschwellenstrangs (7) is displaceable, characterized in that both the slideway (24) and on the slide (24) flat supported thrust element (23) formed of steel plates and by slots (25) in the thrust element (23) and holes in the slide (24) passing through bolt (26) with a defined bias with each other and with the Brüc kenbauwerk (1) are connected. Fahrzeugrückhaltesystem nach Anspruch 1, dadurch gekennzeichnet, dass auf jeder Seite des Stützschuhs (22) zwei mit Abstand hintereinander ausgerichtete Langlöcher (25) vorgesehen sind.Vehicle restraint system according to claim 1, characterized in that on each side of the support shoe (22) two spaced behind one another aligned slots (25) are provided. Fahrzeugrückhaltesystem nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass jedes Langloch (25) von einem Schraubbolzen (26) durchsetzt ist.Vehicle restraint system according to claim 1 or 2, characterized in that each slot (25) is penetrated by a screw bolt (26). Fahrzeugrückhaltesystem nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass der Stützschuh (22) an dem einem Fahrweg (10) zugewandten Ende (27) über zwei Schraubbolzen (28) und an dem gegenüberliegenden Ende (29) über einen Schraubbolzen (30) mit dem Schubelement (23) verbunden ist.Vehicle restraint system according to one of claims 1 to 3, characterized in that the support shoe (22) at the end of a travel (10) facing end (27) via two bolts (28) and at the opposite end (29) via a bolt (30). is connected to the thrust element (23). Fahrzeugrückhaltesystem nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass die Länge des Schubelements (23) etwa zwei Drittel der Länge der Gleitbahn (24) entspricht.Vehicle restraint system according to one of claims 1 to 4, characterized in that the length of the thrust element (23) corresponds to about two-thirds of the length of the slide track (24). Fahrzeugrückhaltesystem nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass das Schubelement (23) dicker als die Gleitbahn (24) bemessen ist.Vehicle restraint system according to one of claims 1 to 5, characterized in that the thrust element (23) is dimensioned thicker than the slideway (24).
EP20130186098 2012-11-07 2013-09-26 Vehicle restraint system for fitting to a bridge structure Active EP2730700B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE201220104283 DE202012104283U1 (en) 2012-11-07 2012-11-07 Vehicle restraint system for placement on a bridge structure

Publications (2)

Publication Number Publication Date
EP2730700A1 true EP2730700A1 (en) 2014-05-14
EP2730700B1 EP2730700B1 (en) 2015-03-25

Family

ID=47426291

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20130186098 Active EP2730700B1 (en) 2012-11-07 2013-09-26 Vehicle restraint system for fitting to a bridge structure

Country Status (3)

Country Link
EP (1) EP2730700B1 (en)
DE (1) DE202012104283U1 (en)
ES (1) ES2535493T3 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105350452A (en) * 2015-11-23 2016-02-24 马玉荣 Simple lake bridge railing
EP3786364A1 (en) * 2019-08-27 2021-03-03 Laura Metaal Holding B.V. Roadblock for temporary installation to block traffic and/or as a security precaution
GB2603195A (en) * 2021-02-01 2022-08-03 Marshalls Plc Kit of parts for vehicle security barrier

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2510320A (en) * 2012-11-05 2014-08-06 Highway Care Ltd Road barrier system comprising inner and outer barrier members
DE102016118398B4 (en) * 2016-09-28 2020-02-06 Bochumer Eisenhütte Heintzmann GmbH & Co. Bau- und Beteiligungs KG Vehicle restraint system
CN107687130A (en) * 2017-09-27 2018-02-13 中铁第四勘察设计院集团有限公司 Across the bridge steel anticollision wall construction of high-speed railway on a kind of highway
CN109295896B (en) * 2018-11-27 2023-08-18 成都工业学院 Road anti-collision device for highway junction
CN112900259A (en) * 2021-01-28 2021-06-04 深圳市金鑫华建设集团有限公司 Bridge greening guardrail structure convenient to replace
CN114635376B (en) * 2022-02-17 2023-11-17 正太集团有限公司 Highway warning post installation device

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1167628A2 (en) * 2000-06-26 2002-01-02 Renton Productions Limited A road crash barrier
DE10318357B4 (en) 2002-07-12 2006-10-19 Spig Schutzplanken-Produktions-Gesellschaft Gmbh & Co Kg Vehicle restraint system
WO2007036239A1 (en) * 2005-09-26 2007-04-05 Volkmann & Rossbach Gmbh & Co. Kg Vehicle restraining system for limiting a roadways

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1167628A2 (en) * 2000-06-26 2002-01-02 Renton Productions Limited A road crash barrier
DE10318357B4 (en) 2002-07-12 2006-10-19 Spig Schutzplanken-Produktions-Gesellschaft Gmbh & Co Kg Vehicle restraint system
WO2007036239A1 (en) * 2005-09-26 2007-04-05 Volkmann & Rossbach Gmbh & Co. Kg Vehicle restraining system for limiting a roadways

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105350452A (en) * 2015-11-23 2016-02-24 马玉荣 Simple lake bridge railing
EP3786364A1 (en) * 2019-08-27 2021-03-03 Laura Metaal Holding B.V. Roadblock for temporary installation to block traffic and/or as a security precaution
NL2023715B1 (en) * 2019-08-27 2021-05-11 Laura Metaal Holding B V Roadblock for temporary installation to block traffic and/or as a security precaution
US11781274B2 (en) 2019-08-27 2023-10-10 L Metaal Acquisition, Inc. Roadblock for temporary installation to block traffic and/or as a security precaution
GB2603195A (en) * 2021-02-01 2022-08-03 Marshalls Plc Kit of parts for vehicle security barrier
GB2603195B (en) * 2021-02-01 2023-05-31 Marshalls Plc Kit of parts for vehicle security barrier

Also Published As

Publication number Publication date
DE202012104283U1 (en) 2012-11-29
ES2535493T3 (en) 2015-05-12
EP2730700B1 (en) 2015-03-25

Similar Documents

Publication Publication Date Title
EP2730700B1 (en) Vehicle restraint system for fitting to a bridge structure
DE4224998C1 (en) Protective crash barrier for highways - comprises posts anchored in ground, deformation profile on road side, upper and lower longitudinal rails
EP1627956A1 (en) Guardrail road barrier
DE69711701T2 (en) CENTRAL STRIP barriers
EP1908882A1 (en) Crash barrier assembly
EP1061179A1 (en) Guard rail
EP0311015A1 (en) Guard barrier structure
DE10318357B4 (en) Vehicle restraint system
EP1177348B1 (en) Guide wall for traffic routes
DE202009000423U1 (en) Vehicle restraint system
EP1380695B1 (en) Vehicle restraint system
AT391504B (en) FOOT TRAINING OF GUIDE RAILS
DE19536915C2 (en) Guardrail arrangement
DE4017455A1 (en) Crash barrier at side of motorway - consists of two parallel back=to=back steel planks secured by posts and crossbeams
DE202010000658U1 (en) Guard rail arrangement
DE2413095C3 (en) Control system for cars and trucks
EP0761889B1 (en) Guardrail arrangement
DE102016118398B4 (en) Vehicle restraint system
DE102014104667B4 (en) Vehicle restraint system with start / end construction
EP1784541B1 (en) Restraint system for roadways
EP1668188B1 (en) Restraint system for carriageways
EP3608197B1 (en) Climbing safety device with protective shield element
EP3339512A1 (en) Vehicle retention system
EP2037045B1 (en) Vehicle retention system for securing vehicle paths
DE10124842B4 (en) Steel railway bridge as well as receiving system for rails

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

17P Request for examination filed

Effective date: 20140305

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

RIC1 Information provided on ipc code assigned before grant

Ipc: E01F 15/04 20060101AFI20141022BHEP

Ipc: E01F 15/08 20060101ALI20141022BHEP

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20141203

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): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

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: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: NL

Ref legal event code: T3

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502013000490

Country of ref document: DE

Effective date: 20150507

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2535493

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20150512

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 717972

Country of ref document: AT

Kind code of ref document: T

Effective date: 20150515

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

Ref country code: LT

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: 20150325

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: 20150325

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: 20150325

Ref country code: HR

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: 20150325

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

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

Ref country code: RS

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: 20150325

Ref country code: LV

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: 20150325

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: 20150626

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: 20150727

Ref country code: RO

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: 20150325

Ref country code: CZ

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: 20150325

Ref country code: SK

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: 20150325

Ref country code: EE

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: 20150325

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

Ref country code: IS

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: 20150725

Ref country code: PL

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: 20150325

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502013000490

Country of ref document: DE

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: 20150325

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

Effective date: 20160105

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

Ref country code: LU

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: 20150926

Ref country code: MC

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: 20150325

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

Ref country code: SI

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: 20150325

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

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

Ref country code: IE

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

Effective date: 20150926

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 4

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

Ref country code: MT

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: 20150325

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

Ref country code: NO

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: 20150625

Ref country code: BG

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: 20150325

Ref country code: HU

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

Effective date: 20130926

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: 20150325

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: 20150930

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 5

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

Ref country code: SM

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: 20150325

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

Ref country code: MK

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: 20150325

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: 20150325

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 6

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

Ref country code: AL

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: 20150325

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 502013000490

Country of ref document: DE

Representative=s name: BOCKERMANN KSOLL GRIEPENSTROH OSTERHOFF, DE

Ref country code: DE

Ref legal event code: R081

Ref document number: 502013000490

Country of ref document: DE

Owner name: MEISER STRASSENAUSSTATTUNG GMBH, DE

Free format text: FORMER OWNER: SPIG SCHUTZPLANKEN-PRODUKTIONS-GMBH & CO. KG, 66839 SCHMELZ, DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: BOVARD SA NEUCHATEL CONSEILS EN PROPRIETE INTE, CH

Ref country code: CH

Ref legal event code: PFUS

Owner name: MEISER STRASSENAUSSTATTUNG GMBH, DE

Free format text: FORMER OWNER: SPIG SCHUTZPLANKEN-PRODUKTIONS-GMBH AND CO. KG, DE

REG Reference to a national code

Ref country code: GB

Ref legal event code: 732E

Free format text: REGISTERED BETWEEN 20200730 AND 20200805

REG Reference to a national code

Ref country code: NL

Ref legal event code: HC

Owner name: MEISER PRODUKTIONSGESELLSCHAFT MBH; DE

Free format text: DETAILS ASSIGNMENT: CHANGE OF OWNER(S), CHANGE OF OWNER(S) NAME; FORMER OWNER NAME: SPIG SCHUTZPLANKEN-PRODUKTIONS-GMBH & CO. KG

Effective date: 20200902

Ref country code: NL

Ref legal event code: PD

Owner name: MEISER STRASSENAUSSTATTUNG GMBH; DE

Free format text: DETAILS ASSIGNMENT: CHANGE OF OWNER(S), MERGE; FORMER OWNER NAME: MEISER PRODUKTIONSGESELLSCHAFT MBH

Effective date: 20200902

REG Reference to a national code

Ref country code: ES

Ref legal event code: PC2A

Owner name: MEISER STRASSENAUSSTATTUNG GMBH

Effective date: 20201029

REG Reference to a national code

Ref country code: AT

Ref legal event code: PC

Ref document number: 717972

Country of ref document: AT

Kind code of ref document: T

Owner name: MEISER STRASSENAUSSTATTUNG GMBH, DE

Effective date: 20201020

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

Ref country code: NL

Payment date: 20230920

Year of fee payment: 11

Ref country code: GB

Payment date: 20230920

Year of fee payment: 11

Ref country code: AT

Payment date: 20230921

Year of fee payment: 11

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

Ref country code: FR

Payment date: 20230928

Year of fee payment: 11

Ref country code: DE

Payment date: 20230928

Year of fee payment: 11

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

Ref country code: ES

Payment date: 20231124

Year of fee payment: 11

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

Ref country code: IT

Payment date: 20230927

Year of fee payment: 11

Ref country code: CH

Payment date: 20231001

Year of fee payment: 11