EP1520934A1 - Support post for a guard rail - Google Patents

Support post for a guard rail Download PDF

Info

Publication number
EP1520934A1
EP1520934A1 EP04019882A EP04019882A EP1520934A1 EP 1520934 A1 EP1520934 A1 EP 1520934A1 EP 04019882 A EP04019882 A EP 04019882A EP 04019882 A EP04019882 A EP 04019882A EP 1520934 A1 EP1520934 A1 EP 1520934A1
Authority
EP
European Patent Office
Prior art keywords
support
guard rail
front support
post
guardrail
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.)
Withdrawn
Application number
EP04019882A
Other languages
German (de)
French (fr)
Inventor
Andreas Gerhard
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.)
Toge Duebel GmbH and Co KG
Original Assignee
Toge Duebel A Gerhard 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 Toge Duebel A Gerhard KG filed Critical Toge Duebel A Gerhard KG
Publication of EP1520934A1 publication Critical patent/EP1520934A1/en
Withdrawn legal-status Critical Current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
    • E01F15/04—Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0461—Supports, e.g. posts

Definitions

  • the invention relates to a guardrail post for use in on roads and in particular crash-mounted impact systems.
  • Such crash barrier posts have facilities in their upper area for attachment of a guardrail, for example, holes for direct or indirect screwing on the guardrails, on.
  • a footplate which can be fixed by means of a Fasteners, such as screws and dowels, to a concrete foundation, For example, a bridge cap is attached.
  • a Fasteners such as screws and dowels
  • a bridge cap is attached.
  • the Holes for attaching the post are around it, so too in front of the front, trained. According to the high requirements to the impact strength, these guard rail posts are very heavy trained and partly - due to their shape - very expensive in production.
  • the invention is based on the object to a crash barrier post create, which is easy to produce and assemble and which also in compliance the prescribed strength is particularly easy.
  • the post Due to the two-part education and the consequent high stiffness, the post can be compared to the known one-piece Posts are very easily formed. Furthermore, he can without further made of sheet metal by punching and folding. Of the Guard rail post according to the invention thus contains no welded joints. Since the front of the front support is formed without projections, It also reduces the risk that especially crashed motorcyclists at the posts due to protrusions suffer additional injuries. The rear oblique support is u. a. also for damping a deformation the prop in a crash.
  • Claim 2 gives an optimal attachment point for a guardrail again.
  • Claim 7 is again, as the existing stiffeners as an attachment can be used for the oblique support on the front support.
  • the guardrail post 1 shown in the drawing is basically formed in two parts; it consists of a front support 2 and a rear one Inclined support 3.
  • the front support 2 has a flat front side 4, at the only indicated guardrail 5 is attached. She is through to Rear side 6 towards bent side webs 7, 8 and a top bar 9 stiffened. At its lower edge is a foot plate 10 to the rear 6 back bent. As a result, the front support 2 is free on its front side 4 Edges or protrusions.
  • On the base plate 10 for example, two Holes 11 formed through which the front support 2 by means of suitable Fixing means 12, for example so-called self-tapping Concrete screws on a foundation 13, for example, the concrete slab a bridge, can be attached.
  • the front support 2 has the shape of a slightly widening downward, So slim Trapezes.
  • the rear inclined support 3 has an upper connecting portion 14th on, which is adapted to the rear 6 of the front support 2 in the upper area, So between the upper areas of the side bars 7, 8 and the Obersteg 9 on the back 6 of the front support 2 is applied and by means of this suitable fastening means 15, such as flat head screws connected is.
  • Support section 16 which has the shape of a slightly tapered down, So has slim trapezoid.
  • the support section 16 is to the rear 6 of the front support 2 directed reinforcing webs 18, 19 provided.
  • a hole 20 is formed through which the foot portion 17 also by means of a suitable fastener 12 with the foundation 13 is connectable.
  • an angled reinforcing plate 21 may be arranged in her resting on the base plate 10 area with the holes 11 aligned Holes 22, so here the attachment by means of the fastening means 12 takes place. Furthermore, it has in their abutting the back 6 Area holes 23 on, with holes 24 in the front support 2 are aligned, through which in turn the reinforcing plate 21 with the front 4 of the front support 2 by means of suitable fastening means 25, for example Flat head screws, connected so that the lower area the front support 2 is suitably reinforced.
  • the guardrail 5 is with the interposition of a damper 26 at the Guardrail Post 1 attached.
  • the guardrail 5 is in turn on the outside Damper 26 attached in a suitable manner.
  • the damper 26 is by means of suitable fasteners 27, such as screws, on the front 4 of the front support 2 attached, in such a way that they are in the height centered on the bend 28 between the connection section 14 and the support portion 16 of the inclined support 3 is arranged is.
  • holes 29, 30 are respectively above and below the bend 28 attached, wherein the upper hole 29 with another hole in the connecting portion 14 is aligned. So that the fastening means 27 in the lower Hole 30 in the front support 2 is accessible, is hereby in overlap in the Support section 16 a passage opening 31 is formed.
  • the guardrail 5 so indirectly, namely with interposition the damper 26, attached to the guard rail post 1.
  • the front support 2 and the oblique support 3 and also the reinforcing plate 21 are made of sheet metal and can be formed by simple stamping and bending processes getting produced. For the usual heavy loads usually sheet thicknesses of about 5 mm.

Landscapes

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

Abstract

A roadside crash barrier has a series of two-part upright sheet metal posts (1) linked by a horizontal deflection plank (5, 26). Each post consists of a first upright member (2) terminating at the base in an L-shaped flange (10) with anchorage bolts (12). The post top is supported by a second angled member (3) terminating at the base in an L-shaped flange with anchorage bolts (12).

Description

Die Erfindung betrifft einen Leitplanken-Pfosten zum Einsatz in an Straßen und insbesondere auf Brücken angebrachten Aufprall-Systemen.The invention relates to a guardrail post for use in on roads and in particular crash-mounted impact systems.

Derartige Leitplanken-Pfosten weisen in ihrem oberen Bereich Einrichtungen zur Befestigung einer Leitplanke, beispielsweise also Löcher zum direkten oder indirekten Anschrauben der Leitplanken, auf. An ihrem unteren Ende weisen Sie in der Regel eine Fußplatte auf, die mittels geeigneter Befestigungsmittel, beispielsweise Schrauben und Dübel, an einem BetonFundament, beispielsweise einer Brückenkappe, befestigt wird. Auf dieser Fußplatte ist mittig der eigentliche Pfosten durch Schweißen befestigt. Die Löcher zur Befestigung des Pfostens sind rund um diesen herum, also auch vor dessen Vorderseite, ausgebildet. Entsprechend den hohen Anforderungen an die Aufprall-Festigkeit sind diese Leitplanken-Pfosten sehr schwer ausgebildet und zum Teil - bedingt durch ihre Formgebung - sehr aufwendig in der Herstellung.Such crash barrier posts have facilities in their upper area for attachment of a guardrail, for example, holes for direct or indirect screwing on the guardrails, on. At her bottom At the end, you usually have a footplate, which can be fixed by means of a Fasteners, such as screws and dowels, to a concrete foundation, For example, a bridge cap is attached. On this Foot plate is centered the actual post by welding. The Holes for attaching the post are around it, so too in front of the front, trained. According to the high requirements to the impact strength, these guard rail posts are very heavy trained and partly - due to their shape - very expensive in production.

Der Erfindung liegt die Aufgabe zu Grunde, einen Leitplanken-Pfosten zu schaffen, der einfach herstellbar und montierbar ist und der auch bei Einhaltung der vorgeschriebenen Festigkeit besonders leicht ist.The invention is based on the object to a crash barrier post create, which is easy to produce and assemble and which also in compliance the prescribed strength is particularly easy.

Diese Aufgabe wird erfindungsgemäß durch die Merkmale des Anspruches 1 gelöst. Durch die zweiteilige Ausbildung und durch die dadurch bedingte hohe Formsteifigkeit kann der Pfosten im Vergleich zu den bekannten einteiligen Pfosten sehr leicht ausgebildet werden. Des weiteren kann er ohne weiteres aus Blech durch Stanzen und Abkanten hergestellt werden. Der erfindungsgemäße Leitplanken-Pfosten enthält also keine Schweißverbindungen. Da die Vorderseite der Front-Stütze vorsprungfrei ausgebildet ist, wird auch die Gefahr reduziert, dass insbesondere gestürzte Motorradfahrer an den Pfosten auf Grund von Vorsprüngen zusätzliche Verletzungen erleiden. Die hintere Schräg-Stütze dient u. a. auch zur Dämpfung einer Verformung der Stütze bei einem Aufprall.This object is achieved by the features of the claim 1 solved. Due to the two-part education and the consequent high stiffness, the post can be compared to the known one-piece Posts are very easily formed. Furthermore, he can without further made of sheet metal by punching and folding. Of the Guard rail post according to the invention thus contains no welded joints. Since the front of the front support is formed without projections, It also reduces the risk that especially crashed motorcyclists at the posts due to protrusions suffer additional injuries. The rear oblique support is u. a. also for damping a deformation the prop in a crash.

Anspruch 2 gibt eine optimale Befestigungsstelle für eine Leitplanke wieder.Claim 2 gives an optimal attachment point for a guardrail again.

Die Ansprüche 3 und 4 geben wieder, wie in einfacher Weise ohne nennenswerten Materialaufwand und ohne erheblichen zusätzlichen Fertigungsaufwand die Front-Stütze und die Schräg-Stütze versteift werden können.The claims 3 and 4 give again, as in a simple manner without appreciable Cost of materials and without significant additional manufacturing costs the front support and the oblique support are stiffened can.

Durch die Maßnahmen nach den Ansprüchen 5 und 6 wird der erwähnte Dämpfungseffekt noch verstärkt.By the measures according to claims 5 and 6 of the mentioned Damping effect even stronger.

Anspruch 7 gibt wieder, wie die vorhandenen Versteifungen auch als Anlage für die Schräg-Stütze an der Front-Stütze verwendet werden können.Claim 7 is again, as the existing stiffeners as an attachment can be used for the oblique support on the front support.

Durch die zusätzliche Fußplatte nach Anspruch 8 wird erreicht, dass ein Ausreißen der Front-Stütze aus ihrer Verankerung vermieden wird.Due to the additional base plate according to claim 8 is achieved that a Tearing the front support out of its anchorage is avoided.

Weitere Merkmale, Vorteile und Einzelheiten der Erfindung ergeben sich aus der nachfolgenden Beschreibung eines Ausführungsbeispieles anhand der Zeichnung. Es zeigt

Fig. 1
eine Vorderansicht eines Leitplanken-Pfostens,
Fig. 2
eine Rückansicht des Leitplanken-Pfostens und
Fig. 3
einen vertikalen Querschnitt durch den Leitplanken-Pfosten gemäß der Schnittlinie III-III in Fig. 1 und 2, wobei zusätzlich eine Leitplanke angedeutet ist.
Further features, advantages and details of the invention will become apparent from the following description of an embodiment with reference to the drawing. It shows
Fig. 1
a front view of a crash barrier post,
Fig. 2
a rear view of the crash barrier post and
Fig. 3
a vertical cross section through the crash barrier post according to the section line III-III in Fig. 1 and 2, wherein additionally a guardrail is indicated.

Der in der Zeichnung dargestellte Leitplanken-Pfosten 1 ist grundsätzlich zweiteilig ausgebildet; er besteht aus einer Front-Stütze 2 und einer hinteren Schräg-Stütze 3. Die Front-Stütze 2 weist eine ebene Vorderseite 4 auf, an der eine nur angedeutete Leitplanke 5 befestigt wird. Sie ist durch zur Rückseite 6 hin umgebogene Seitenstege 7, 8 und einen Obersteg 9 versteift. An ihrem unteren Rand ist eine Fußplatte 10 zur Rückseite 6 hin umgebogen. Dadurch ist die Front-Stütze 2 an ihrer Vorderseite 4 frei von Kanten oder Vorsprüngen. An der Fußplatte 10 sind beispielsweise zwei Löcher 11 ausgebildet, durch die hindurch die Front-Stütze 2 mittels geeigneter Befestigungsmittel 12, beispielsweise sogenannte selbstschneidende Betonschrauben, an einem Fundament 13, beispielsweise der Betonplatte einer Brücke, befestigt werden kann. Wie der Zeichnung entnehmbar ist, weist die Front-Stütze 2 die Form eines sich nach unten leicht erweiternden, also schlanken Trapezes auf.The guardrail post 1 shown in the drawing is basically formed in two parts; it consists of a front support 2 and a rear one Inclined support 3. The front support 2 has a flat front side 4, at the only indicated guardrail 5 is attached. She is through to Rear side 6 towards bent side webs 7, 8 and a top bar 9 stiffened. At its lower edge is a foot plate 10 to the rear 6 back bent. As a result, the front support 2 is free on its front side 4 Edges or protrusions. On the base plate 10, for example, two Holes 11 formed through which the front support 2 by means of suitable Fixing means 12, for example so-called self-tapping Concrete screws on a foundation 13, for example, the concrete slab a bridge, can be attached. As can be seen from the drawing, the front support 2 has the shape of a slightly widening downward, So slim Trapezes.

Die hintere Schräg-Stütze 3 weist einen oberen Verbindungs-Abschnitt 14 auf, der der Rückseite 6 der Front-Stütze 2 im oberen Bereich angepasst ist, also zwischen den oberen Bereichen der Seitenstege 7, 8 und dem Obersteg 9 an der Rückseite 6 der Front-Stütze 2 anliegt und mittels dieser mittels geeigneter Befestigungsmittel 15, beispielsweise Flachkopfschrauben, verbunden ist. An den Verbindungs-Abschnitt 14 schließt sich nach unten ein Stütz-Abschnitt 16 an, der die Form eines sich nach unten leicht verjüngenden, also schlanken Trapezes aufweist. An seinem unteren Ende schließt sich ein zur Fußplatte 10 parallel und mit diesem fluchtender Fuß-Abschnitt 17 an. Der Stütz-Abschnitt 16 ist mit zur Rückseite 6 der Front-Stütze 2 gerichteten Verstärkungs-Stegen 18, 19 versehen. Im Fuß-Abschnitt 17 ist ein Loch 20 ausgebildet, durch das hindurch der Fuß-Abschnitt 17 ebenfalls mittels eines geeigneten Befestigungsmittels 12 mit dem Fundament 13 verbindbar ist.The rear inclined support 3 has an upper connecting portion 14th on, which is adapted to the rear 6 of the front support 2 in the upper area, So between the upper areas of the side bars 7, 8 and the Obersteg 9 on the back 6 of the front support 2 is applied and by means of this suitable fastening means 15, such as flat head screws connected is. At the connection portion 14 closes down Support section 16, which has the shape of a slightly tapered down, So has slim trapezoid. At its lower end joins the foot plate 10 in parallel and with this aligned foot section 17 on. The support section 16 is to the rear 6 of the front support 2 directed reinforcing webs 18, 19 provided. In the foot section 17, a hole 20 is formed through which the foot portion 17 also by means of a suitable fastener 12 with the foundation 13 is connectable.

Am Übergang von der Rückseite 6 der Front-Stütze 2 in die Fußplatte 10 kann eine abgewinkelte Verstärkungs-Platte 21 angeordnet werden, die in ihrem auf der Fußplatte 10 aufliegenden Bereich mit den Löchern 11 fluchtende Löcher 22 aufweist, sodass hier die Befestigung mittels der Befestigungsmittel 12 erfolgt. Weiterhin weist sie in ihrem an der Rückseite 6 anliegenden Bereich Löcher 23 auf, die mit Löchern 24 in der Front-Stütze 2 fluchten, durch die wiederum die Verstärkungs-Platte 21 mit der Vorderseite 4 der Front-Stütze 2 mittels geeigneter Befestigungsmittel 25, beispielsweise Flachkopfschrauben, verbunden werden, sodass der untere Bereich der Front-Stütze 2 in geeigneter Weise verstärkt wird.At the transition from the back 6 of the front support 2 in the base plate 10th an angled reinforcing plate 21 may be arranged in her resting on the base plate 10 area with the holes 11 aligned Holes 22, so here the attachment by means of the fastening means 12 takes place. Furthermore, it has in their abutting the back 6 Area holes 23 on, with holes 24 in the front support 2 are aligned, through which in turn the reinforcing plate 21 with the front 4 of the front support 2 by means of suitable fastening means 25, for example Flat head screws, connected so that the lower area the front support 2 is suitably reinforced.

Die Leitplanke 5 wird unter Zwischenschaltung eines Dämpfers 26 an dem Leitplanken-Pfosten 1 befestigt. Die Leitplanke 5 ist wiederum außen am Dämpfer 26 in geeigneter Weise angebracht. Der Dämpfer 26 wird mittels geeigneter Befestigungsmittel 27, beispielsweise Schrauben, an der Vorderseite 4 der Front-Stütze 2 befestigt, und zwar in der Weise, dass sie in der Höhe mittig über der Abknickung 28 zwischen dem Verbindungs-Abschnitt 14 und dem Stütz-Abschnitt 16 der Schräg-Stütze 3 angeordnet ist. Hierzu sind Löcher 29, 30 jeweils über und unter der Abknickung 28 angebracht, wobei das obere Loch 29 mit einem weiteren Loch im Verbindungs-Abschnitt 14 fluchtet. Damit das Befestigungsmittel 27 im unteren Loch 30 in der Front-Stütze 2 zugänglich ist, ist hiermit in Überdeckung im Stütz-Abschnitt 16 eine Durchgriffs-Öffnung 31 ausgebildet. Bei dieser Ausgestaltung ist die Leitplanke 5 also indirekt, nämlich unter Zwischenschaltung des Dämpfers 26, am Leitplanken-Pfosten 1 angebracht.The guardrail 5 is with the interposition of a damper 26 at the Guardrail Post 1 attached. The guardrail 5 is in turn on the outside Damper 26 attached in a suitable manner. The damper 26 is by means of suitable fasteners 27, such as screws, on the front 4 of the front support 2 attached, in such a way that they are in the height centered on the bend 28 between the connection section 14 and the support portion 16 of the inclined support 3 is arranged is. For this purpose, holes 29, 30 are respectively above and below the bend 28 attached, wherein the upper hole 29 with another hole in the connecting portion 14 is aligned. So that the fastening means 27 in the lower Hole 30 in the front support 2 is accessible, is hereby in overlap in the Support section 16 a passage opening 31 is formed. At this Embodiment is the guardrail 5 so indirectly, namely with interposition the damper 26, attached to the guard rail post 1.

Unterhalb der Abknickung 28 ist an der Schräg-Stütze 3 eine Soll-Biegestelle 32 ausgebildet, die durch jeweils eine Kerbe 33 in jedem Verstärkungs-Steg 18, 19 der Schräg-Stütze 3 gebildet ist.Below the bend 28 is on the inclined support 3, a desired bending point 32 formed by a respective notch 33 in each Reinforcing web 18, 19 of the inclined support 3 is formed.

Die Front-Stütze 2 und die Schräg-Stütze 3 und auch die Verstärkungs-Platte 21 bestehen aus Blech und können durch einfache Stanz-Biege-Verfahren hergestellt werden. Für die üblichen schweren Belastungen reichen in der Regel Blechstärken von etwa 5 mm aus.The front support 2 and the oblique support 3 and also the reinforcing plate 21 are made of sheet metal and can be formed by simple stamping and bending processes getting produced. For the usual heavy loads usually sheet thicknesses of about 5 mm.

Claims (9)

Leitplanken-Pfosten (1) mit einer Front-Stütze (2), die eine im Wesentlichen vorsprungfreie Vorderseite (4), eine zu ihrer Rückseite (6) hin abgebogene Fußplatte (10) und in ihrem oberen Bereich Einrichtungen zur Befestigung einer Leitplanke (5) aufweist, und mit einer hinteren Schräg-Stütze (3), die einen oberen, an der Rückseite (6) der Front-Stütze (2) anliegenden Verbindungs-Abschnitt (14), einen relativ zur Front-Stütze (2) schräg nach hinten und unten verlaufenden Stütz-Abschnitt (16) und einen unteren Fuß-Abschnitt (17) aufweist. Guardrail Post (1) with a front support (2), the a substantially projection-free front (4), a to its rear side (6) bent down foot plate (10) and has in its upper area means for fixing a guardrail (5), and with a rear inclined support (3), the an upper connecting portion (14) resting against the rear side (6) of the front support (2), a relative to the front support (2) obliquely backwards and downwards extending support portion (16) and a lower foot portion (17). Leitplanken-Pfosten (1) nach Anspruch 1, dadurch gekennzeichnet, dass die Einrichtungen zur Befestigung einer Leitplanke (5) im Bereich eines Übergangs von dem Verbindungs-Abschnitt (14) zum Stütz-Abschnitt (16) der Schräg-Stütze (3) angeordnet sind.Guard rail post (1) according to claim 1, characterized in that the means for fixing a guardrail (5) in the region of a transition from the connecting portion (14) to the support portion (16) of the inclined support (3) are. Leitplanken-Pfosten (1) nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Front-Stütze (2) zu ihrer Rückseite (6) hin abgebogene Randbereiche (7, 8, 9) aufweist. Guard rail post (1) according to claim 1 or 2, characterized in that the front support (2) to its rear side (6) towards bent edge regions (7, 8, 9). Leitplanken-Pfosten (1) nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die Schräg-Stütze (3) zur Rückseite (6) der Front-Stütze (2) hin abgebogene Verstärkungs-Stege (18, 19) aufweist.Guardrail post (1) according to one of claims 1 to 3, characterized in that the oblique support (3) to the back (6) of the front support (2) towards bent reinforcing webs (18, 19). Leitplanken-Pfosten (1) nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass die Schräg-Stütze (3) im Bereich des Stütz-Abschnitts (16) eine Soll-Biegestelle (32) aufweist.Guard rail post (1) according to one of claims 1 to 4, characterized in that the oblique support (3) in the region of the support portion (16) has a desired bending point (32). Leitplanken-Pfosten (1) nach Anspruch 4 und 5, dadurch gekennzeichnet, dass die Soll-Biegestelle (32) durch mindestens eine Kerbe (33) in den Verstärkungs-Stegen (18, 19) gebildet ist.Guard rail post (1) according to claim 4 and 5, characterized in that the desired bending point (32) by at least one notch (33) in the reinforcing webs (18, 19) is formed. Leitplanken-Pfosten (1) nach Anspruch 3, dadurch gekennzeichnet, dass der Verbindungs-Abschnitt (14) der Schräg-Stütze (3) zwischen den abgebogenen Randbereichen (7, 8, 9) an der Front-Stütze (2) anliegt.Guard rail post (1) according to claim 3, characterized in that the connecting portion (14) of the oblique support (3) between the bent edge regions (7, 8, 9) rests against the front support (2). Leitplanken-Pfosten (1) nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass eine auf der Fußplatte (10) und dem benachbarten Bereich der Rückseite (6) der Front-Stütze (2) anbringbare abgewinkelte Verstärkungs-Platte (21) vorgesehen ist. Guard rail post (1) according to any one of claims 1 to 7, characterized in that an on the base plate (10) and the adjacent region of the back (6) of the front support (2) attachable angled reinforcing plate (21) provided is. Leitplanken-Pfosten (1) nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, dass die Front-Stütze (2) und die Schräg-Stütze (3) aus gestanztem und gebogenem Blech bestehen.Guard rail post (1) according to any one of claims 1 to 8, characterized in that the front support (2) and the oblique support (3) consist of stamped and bent sheet metal.
EP04019882A 2003-09-30 2004-08-21 Support post for a guard rail Withdrawn EP1520934A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE2003145847 DE10345847A1 (en) 2003-09-30 2003-09-30 Guardrail posts
DE10345847 2003-09-30

Publications (1)

Publication Number Publication Date
EP1520934A1 true EP1520934A1 (en) 2005-04-06

Family

ID=34306219

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04019882A Withdrawn EP1520934A1 (en) 2003-09-30 2004-08-21 Support post for a guard rail

Country Status (2)

Country Link
EP (1) EP1520934A1 (en)
DE (1) DE10345847A1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2419623A (en) * 2004-10-27 2006-05-03 Varley & Gulliver Ltd Parapet upright
WO2012139931A1 (en) * 2011-04-15 2012-10-18 Stahlwerk Annahütte Max Aicher GmbH & Co. KG Traffic guidance system having reinforcement elements
EP4234815A1 (en) * 2022-02-23 2023-08-30 Van Eycken Metal Construction BV Anchoring system for a metal vehicle deflection structure and a construction made up of these
BE1030291B1 (en) * 2022-02-23 2023-09-19 Van Eycken Metal Construction Bvba ANCHOR SYSTEM INCLUDING A SUPPORT FOOT FOR A METAL VEHICLE-RETAINING CONSTRUCTION AND A STRUCTURE COMPOSED THEREWITH

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004034999A1 (en) * 2004-03-10 2005-10-13 TOGE-Dübel A. Gerhard KG Crash barrier post used in impact systems on roadways and on bridges comprises a front support, a foot part, and a rear angled support
DE102007026919A1 (en) * 2007-06-12 2009-01-02 Studiengesellschaft für Stahlschutzplanken eV Guard rail arrangement

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3385564A (en) * 1964-11-11 1968-05-28 Christiani & Nielson Ltd Highway guard rail supports
AT372445B (en) * 1980-09-15 1983-10-10 Vmw Ranshofen Berndorf Ag GUIDE RAIL SUPPORT WITH RUBBER DAMPING ELEMENT
EP0677615A1 (en) * 1994-04-14 1995-10-18 TUBOSIDER ITALIANA S.p.A. Variable configuration road barrier with energy dissipating means
EP1070789A1 (en) * 1999-07-21 2001-01-24 SPIG Schutzplanken-Produktions-Gesellschaft mbH & Co.KG Anchorage for a post

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1449518A (en) * 1922-02-09 1923-03-27 John A Lawson Road guard
DE1916361U (en) * 1965-02-23 1965-05-26 Pass & Co ROADSIDE GUIDELINES FOR MOTOR TRAFFIC ROUTES.
DE1295581B (en) * 1966-03-23 1969-05-22 Siegener Ag Geisweid Fuer Eise Guard rail for roads
AT284186B (en) * 1968-12-13 1970-09-10 Voest Ag Vehicle control device at roadsides
GB2112040B (en) * 1981-12-23 1985-11-20 Brockhouse Berry Limited Buffers for motor vehicle parking areas
DE29617846U1 (en) * 1996-10-14 1997-02-06 SPS Schutzplanken GmbH, 63743 Aschaffenburg Post arrangement for a passive protective device having guard rails

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3385564A (en) * 1964-11-11 1968-05-28 Christiani & Nielson Ltd Highway guard rail supports
AT372445B (en) * 1980-09-15 1983-10-10 Vmw Ranshofen Berndorf Ag GUIDE RAIL SUPPORT WITH RUBBER DAMPING ELEMENT
EP0677615A1 (en) * 1994-04-14 1995-10-18 TUBOSIDER ITALIANA S.p.A. Variable configuration road barrier with energy dissipating means
EP1070789A1 (en) * 1999-07-21 2001-01-24 SPIG Schutzplanken-Produktions-Gesellschaft mbH & Co.KG Anchorage for a post

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2419623A (en) * 2004-10-27 2006-05-03 Varley & Gulliver Ltd Parapet upright
GB2419623B (en) * 2004-10-27 2009-08-05 Varley & Gulliver Ltd Parapet
WO2012139931A1 (en) * 2011-04-15 2012-10-18 Stahlwerk Annahütte Max Aicher GmbH & Co. KG Traffic guidance system having reinforcement elements
EP4234815A1 (en) * 2022-02-23 2023-08-30 Van Eycken Metal Construction BV Anchoring system for a metal vehicle deflection structure and a construction made up of these
BE1030291B1 (en) * 2022-02-23 2023-09-19 Van Eycken Metal Construction Bvba ANCHOR SYSTEM INCLUDING A SUPPORT FOOT FOR A METAL VEHICLE-RETAINING CONSTRUCTION AND A STRUCTURE COMPOSED THEREWITH

Also Published As

Publication number Publication date
DE10345847A1 (en) 2005-04-14

Similar Documents

Publication Publication Date Title
EP1650351B1 (en) Post for a crash barrier
DE69206960T2 (en) Guardrails
DE1815645A1 (en) Guard rails
DE112014000467B4 (en) Flexible guardrail with improved impact energy absorption capacity
EP1061179B1 (en) Guard rail
DE202021000466U1 (en) Device for the subsequent thermally insulating, force-transmitting connection of a second load-bearing structural part to a first load-bearing structural part and structure with such a device
EP1520934A1 (en) Support post for a guard rail
EP1857594A1 (en) Post for safety barrier with base plate
DE102004034999A1 (en) Crash barrier post used in impact systems on roadways and on bridges comprises a front support, a foot part, and a rear angled support
DE69807893T2 (en) ROAD GUIDE FOR BRIDGE IN NEW JERSEY STYLE
DE202005008391U1 (en) Junction used in traffic routes between a concrete wall and a protective plank arrangement comprises a reinforced sheet steel construction with a cross- section corresponding to the concrete wall contour and a support wall for the planks
DE102007053000B3 (en) A crash barrier
DE2640910A1 (en) Road side sound absorbent barrier - has panels with U=shaped throats formed by vertical members secured to adjacent ones
EP3322856B1 (en) Transportable barrier for a crowd block
DE102007063511B4 (en) Protective device on traffic routes
DE4006691C2 (en) Steel door frame with threshold profile
EP0666376A2 (en) Guide wall for motor vehicles
DE102017206316B3 (en) An element
DE2802032A1 (en) FLOOR OR BUILDING PLATE
DE10306744B4 (en) Fall protection and impact protection
DE102018119046A1 (en) Wall element for a traffic control and / or barrier wall
DE2912131C2 (en) garage
AT409005B (en) guide
DE3836483A1 (en) Rigid corner connection of a wooden beam with a support
DE202005001713U1 (en) Method for hanging roof tiles onto roof structure has integral threaded sleeves embedded into underside of tiles to take threaded fittings with profiled heads to support the tiles on the roof frame

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 BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL HR LT LV MK

AKX Designation fees paid
REG Reference to a national code

Ref country code: DE

Ref legal event code: 8566

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

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20051007