EP1650351A2 - Post for a crash barrier - Google Patents
Post for a crash barrier Download PDFInfo
- Publication number
- EP1650351A2 EP1650351A2 EP05450171A EP05450171A EP1650351A2 EP 1650351 A2 EP1650351 A2 EP 1650351A2 EP 05450171 A EP05450171 A EP 05450171A EP 05450171 A EP05450171 A EP 05450171A EP 1650351 A2 EP1650351 A2 EP 1650351A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- base plate
- holes
- stand according
- post
- metal strip
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 230000004888 barrier function Effects 0.000 title abstract 2
- 239000002184 metal Substances 0.000 claims description 19
- 230000002787 reinforcement Effects 0.000 claims description 18
- 238000003466 welding Methods 0.000 claims description 3
- 230000000284 resting effect Effects 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 125000006850 spacer group Chemical group 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
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
- E01F15/0407—Metal rails
- E01F15/0423—Details of rails
- E01F15/043—Details of rails with multiple superimposed members; Rails provided with skirts
-
- 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
- E01F15/04—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
Definitions
- the invention relates to a post for guide devices, the art on structures such as bridges, u.ähnl. to be assembled, with the features of the introductory part of claim 1.
- Guiding devices usually consist of uprights and at least one guardrail ("guardrail”), which, if appropriate, via spacers, is attached to the uprights. If such Leit drivenen are to be erected in the field, the uprights are simply rammed into the ground and then the guard rail, possibly mounted on between stayer and guard rail band, in particular damping intermediate pieces, attached to the uprights.
- guardrail possibly mounted on between stayer and guard rail band, in particular damping intermediate pieces, attached to the uprights.
- the invention is based on the object to propose a stand for guide devices of the type mentioned, in which in the event of a collision of a vehicle against the guide the deformation work in the area of the uprights is designed cheaper.
- the base plate via anchors which are arranged at a distance laterally next to the uprights, connected to the building, but the base plate in the area in front of the uprights (on the traffic area facing side) is not connected to the building can deform the base plate in an impact in such a way that they are between the attachment points arching upwards.
- the anchors in the area adjacent to the edge of the base plate adjacent to the traffic area. This has the further advantage that the forces acting on the post are concentrated in its peripheral areas, so that the post tears under increasing load in these marginal areas (e.g., the side edges) above the weld joining the post to the base.
- a base plate reinforcement in the form of a metal strip, in particular a steel strip, is provided on the base plate lying between the attachment points (for example the anchors).
- This baseplate reinforcement prevents the anchors, via which the uprights are connected to the structure via its base plate, from bending outward during the arching of the baseplate, so that the replacement of the stirrup when restoring a guide device into which a vehicle has traveled, without obstruction by bent anchors is possible.
- FIG. 1 shows schematically a guide device which is mounted on the edge beam ("cap") of a bridge
- FIG. 2 shows a post of the guide device from FIG. 1
- FIG. 3 shows the post from FIG. 2 in exploded view
- FIG Fig. 4 the uprights in the case of the application of forces during the impact of a vehicle.
- the guide 2 shown in Fig. 1 is on a building 4, in the illustrated embodiment, a bridge on the edge bar 6 (also called “cap") arranged.
- the uprights 10 of the guide 1 which may have, for example, the form known from AT 004 690 U1 ("V-pillars"), are fastened via base plates 12 using anchors 14.
- anchors 14 are composite adhesive anchors and anchor bolts.
- the uprights 10 are connected at their lower end to the base plates 12 by welding.
- the guide 2 has in the illustrated embodiment, a guide rail 15 ("guardrail”) made of sheet steel profiles which are corrugated in the longitudinal direction, wherein the guide rail band 15 is connected via spacers 16 with the uprights 10. Below the guardrail 14, a sliding profile 18 is attached to the uprights 10 in the illustrated embodiment.
- a guide rail 15 (guardrail) made of sheet steel profiles which are corrugated in the longitudinal direction, wherein the guide rail band 15 is connected via spacers 16 with the uprights 10.
- a sliding profile 18 is attached to the uprights 10 in the illustrated embodiment.
- the uprights 10 are connected via a respective base plate 12 with the structure 4 by two anchors 14.
- the anchors 14 are laterally - at a distance - arranged next to the post 10 and in the base plate 12 in the traffic area, e.g. the roadway, side facing, so in the vicinity of the road adjacent edge 13 of the base plate 12 is arranged.
- two elongated holes 20 are provided in the base plate 12 for receiving the armature 14.
- the longitudinal extent of the elongated holes 20 is aligned parallel to the roadway and parallel to the longer side 13 of the example rectangular base plate 12.
- a metal strip 30 e.g. a steel band, intended as a base plate reinforcement.
- two holes 32 are provided for receiving the armature 14.
- the armature 14 are offset in the embodiment shown in the edge bar 6 a bridge. Shims 36 are provided between the nut 34 screwed onto the upper end of the armature 14 and the metal strip 30 serving as the base plate reinforcement.
- the holes 32 in the metal strip 30 serving as the base plate reinforcement have little play with the anchors 14.
- the guide rail band 15 Upon collision of a vehicle against the guide 2, the guide rail band 15 will initially approach the spacers 16 by deforming the intermediate pieces 16. Then, the upright 10 will tip away from the roadway (to the right in FIG. 1), with the base plate 12 arching upwardly between the anchors 14 as shown in FIG. It can be seen that the forces acting on the uprights 10 tensile forces in the region of its edges facing the road 11 concentrate, so that the post 10 finally first in the area of the edges 11 just above the welding between base plate 12 and post 10, in the area 17, penetrates.
- the formed as a metal strip 30 base plate reinforcement will initially slide under washers 36 relative to the anchors 14 when bulging the base plate 12 until the outer portions of the inner surfaces of the holes 32 in the metal strip 30 of the base plate reinforcement abut the anchors 14.
- the metal strip 30 of the baseplate reinforcement acts as a drawstring which prevents the armatures 14 from bending outwardly when the baseplate 12 (FIG. 4) bulges with their regions projecting beyond the structure 4 in relation to their areas engaging in the structure 4.
- the base plate 12, as shown in Fig. 4 bulge, as the penetrated by the anchors 14 holes 20 are formed in the base plate 12 as elongated holes.
- the post 10 Due to the inventive design of the post 10 with its base plate 12 in conjunction with the preferably provided metal strip 30, in particular steel strip, as base plate reinforcement replacement of uprights 10, which is often required when repairing accident damage to the guide 2, not hindered since the invention, the anchorage is not damaged, so the anchor 14 are not deformed.
- the base plate 12 instead of a thickness of, for example, 15 mm, only needs to have a thickness of, for example, about 10 mm.
- a post 10 of a guide 2, which is to be mounted on a structure 4, has a base plate 12, with which the post 10 is welded to its lower end.
- two elongated holes 20 are provided laterally next to the foot point of the post 10, whose longitudinal extent is aligned parallel to the roadway direction.
- a metal strip 30 as a base plate reinforcement having holes 32 for the passage of anchors 14, which also pass through the slots 20 in the base plate 12, and are defined in the structure 4.
- the holes 32 in the metal strip 30, which serves as a base plate reinforcement have little play with the anchors 14. As a result, the bulging of the base plate 12 in its area facing the road surface is possible and prevents deformation of the armature 14 by the tension band effect of the metal strip 30 acting as a base plate reinforcement.
Abstract
Description
Die Erfindung betrifft einen Steher für Leiteinrichtungen, die auf Kunstbauwerken, wie Brücken, u.ähnl. zu montieren sind, mit den Merkmalen des einleitenden Teils von Anspruch 1.The invention relates to a post for guide devices, the art on structures such as bridges, u.ähnl. to be assembled, with the features of the introductory part of claim 1.
Leiteinrichtungen bestehen üblicherweise aus Stehern und wenigstens einem Leitschienenband ("Leitplanke"), das, gegebenenfalls über Zwischenstücke, an den Stehern befestigt ist. Wenn solche Leiteinrichtungen im Gelände zu errichten sind, werden die Steher einfach in den Boden gerammt und dann das Leitschienenband, gegebenenfalls über zwischen Steher und Leitschienenband angeordnete, insbesondere dämpfende Zwischenstücke, an den Stehern befestigt.Guiding devices usually consist of uprights and at least one guardrail ("guardrail"), which, if appropriate, via spacers, is attached to the uprights. If such Leiteinrichtungen are to be erected in the field, the uprights are simply rammed into the ground and then the guard rail, possibly mounted on between stayer and guard rail band, in particular damping intermediate pieces, attached to the uprights.
Auf Bauwerken ist es üblich, die Steher über Grundplatten auf dem Bauwerk, insbesondere auf Randbalken von Brücken (= "Kappen") zu befestigen. Die Befestigung erfolgt mit Hilfe von Ankern. Es hat sich gezeigt, dass bei den üblicherweise verwendeten Befestigungsarten für Steher auf Bauwerken im Falle eines Aufpralls eines Fahrzeuges gegen die Leiteinrichtung die Verankerungen, welche die Grundplatte mit dem Bauwerk verbinden, verformt werden, so dass diese beim Austausch der Steher beim Wiederherstellen der Leiteinrichtung oft nicht mehr verwendbar sind.In buildings, it is customary to attach the posts on base plates on the building, in particular on edge beams of bridges (= "caps"). The attachment takes place with the help of anchors. It has been found that in the commonly used mounting types for uprights on structures in the event of a collision of a vehicle against the guide, the anchors that connect the base plate to the structure, are deformed so that they often when replacing the post when restoring the guide are no longer usable.
Der Erfindung liegt die Aufgabe zu Grunde, einen Steher für Leiteinrichtungen der eingangs genannten Gattung vorzuschlagen, bei welchen auch im Falle eines Aufpralles eines Fahrzeuges gegen die Leiteinrichtung die Verformarbeit im Bereich der Steher günstiger gestaltet ist.The invention is based on the object to propose a stand for guide devices of the type mentioned, in which in the event of a collision of a vehicle against the guide the deformation work in the area of the uprights is designed cheaper.
Gelöst wird diese Aufgabe erfindungsgemäß mit einem Steher für Leiteinrichtungen, welcher die Merkmale von Anspruch 1 aufweist.This object is achieved according to the invention with a post for guide devices, which has the features of claim 1.
Bevorzugte und vorteilhafte Ausgestaltungen des erfindungsgemäßen Stehers für Leiteinrichtungen sind Gegenstand der Unteransprüche.Preferred and advantageous embodiments of the invention Steuler for guidance devices are the subject of the dependent claims.
Da bei dem erfindungsgemäßen Steher die Grundplatte über Anker, die mit Abstand seitlich neben dem Steher angeordnet sind, mit dem Bauwerk verbunden ist, die Grundplatte aber im Bereich vor dem Steher (auf dessen der Verkehrsfläche zugekehrten Seite) mit dem Bauwerk nicht verbunden ist, kann sich die Grundplatte bei einem Aufprall in der Weise verformen, dass sie sich zwischen den Befestigungspunkten nach oben wölbt.Since the base according to the invention, the base plate via anchors, which are arranged at a distance laterally next to the uprights, connected to the building, but the base plate in the area in front of the uprights (on the traffic area facing side) is not connected to the building can deform the base plate in an impact in such a way that they are between the attachment points arching upwards.
Dabei ist bevorzugt, die Anker in dem Bereich neben dem der Verkehrsfläche benachbarten Rand der Grundplatte anzuordnen. Dies hat in weiterer Folge den Vorteil, dass die auf den Steher einwirkenden Kräfte in seinen Randbereichen konzentriert sind, so dass der Steher bei zunehmender Belastung in diesen Randbereichen (z.B. den Seitenkanten) oberhalb der Schweißstelle, die den Steher mit der Grundplatte verbindet, einreißt.In this case, it is preferable to arrange the anchors in the area adjacent to the edge of the base plate adjacent to the traffic area. This has the further advantage that the forces acting on the post are concentrated in its peripheral areas, so that the post tears under increasing load in these marginal areas (e.g., the side edges) above the weld joining the post to the base.
In einer bevorzugten Ausführungsform der Erfindung ist auf der Grundplatte aufliegend zwischen den Befestigungspunkten (z.B. den Ankern) eine Grundplattenverstärkung in Form eines Metallstreifens, insbesondere Stahlstreifens, vorgesehen. Durch diese Grundplattenverstärkung wird verhindert, dass sich die Anker, über welche der Steher über seine Grundplatte mit dem Bauwerk verbunden wird, beim Aufwölben der Grundplatte nach außen biegen, so dass das Auswechseln des Stehers beim Wiederherstellen einer Leiteinrichtung, in die ein Fahrzeug gefahren ist, ohne Behinderung durch verbogene Anker möglich ist.In a preferred embodiment of the invention, a base plate reinforcement in the form of a metal strip, in particular a steel strip, is provided on the base plate lying between the attachment points (for example the anchors). This baseplate reinforcement prevents the anchors, via which the uprights are connected to the structure via its base plate, from bending outward during the arching of the baseplate, so that the replacement of the stirrup when restoring a guide device into which a vehicle has traveled, without obstruction by bent anchors is possible.
Weitere Einzelheiten und Merkmale der Erfindung ergeben sich aus der nachstehenden Beschreibung einer bevorzugten Ausführungsform unter Bezugnahme auf die Zeichnungen.Further details and features of the invention will become apparent from the following description of a preferred embodiment with reference to the drawings.
Es zeigt: Fig. 1 schematisch eine Leiteinrichtung, die auf dem Randbalken ("Kappe") einer Brücke montiert ist, Fig. 2 einen Steher der Leiteinrichtung aus Fig. 1, Fig. 3 den Steher aus Fig. 2 in auseinander gezogener Darstellung und Fig. 4 den Steher im Fall des Einwirkens von Kräften beim Aufprall eines Fahrzeuges.1 shows schematically a guide device which is mounted on the edge beam ("cap") of a bridge, FIG. 2 shows a post of the guide device from FIG. 1, FIG. 3 shows the post from FIG. 2 in exploded view and FIG Fig. 4 the uprights in the case of the application of forces during the impact of a vehicle.
Die in Fig. 1 gezeigte Leiteinrichtung 2 ist auf einem Bauwerk 4, im gezeigten Ausführungsbeispiel einer Brücke, auf deren Randbalken 6 (auch "Kappe" genannt) angeordnet. Hiezu sind die Steher 10 der Leiteinrichtung 1, die beispielsweise die aus der AT 004 690 U1 bekannte Form ("V-Steher") besitzen können, über Grundplatten 12 unter Verwendung von Ankern 14 befestigt. Beispiele für Anker 14 sind Verbundklebeanker und Ankerschrauben. Die Steher 10 sind an ihrem unteren Ende mit den Grundplatten 12 durch Schweißen verbunden.The
Die Leiteinrichtung 2 besitzt im gezeigten Ausführungsbeispiel ein Leitschienenband 15 ("Leitplanke") aus Stahlblechprofilen, die in Längsrichtung gewellt sind, wobei das Leitschienenband 15 über Zwischenstücke 16 mit den Stehern 10 verbunden ist. Unterhalb des Leitschienenbandes 14 ist im gezeigten Ausführungsbeispiel an den Stehern 10 ein Gleitprofil 18 befestigt.The
Wie in Fig. 2 gezeigt, sind die Steher 10 über jeweils eine Grundplatte 12 mit dem Bauwerk 4 durch zwei Anker 14 verbunden. Die Anker 14 sind seitlich - mit Abstand - neben dem Steher 10 angeordnet und in der Grundplatte 12 in deren zur Verkehrsfläche, z.B. der Fahrbahn, hin weisenden Seite, also in der Nähe des der Fahrbahn benachbarten Randes 13 der Grundplatte 12 angeordnet.As shown in Fig. 2, the
Wie Fig. 3 zeigt, sind in der Grundplatte 12 für die Aufnahme der Anker 14 zwei Langlöcher 20 vorgesehen. Die Längserstreckung der Langlöcher 20 ist parallel zur Fahrbahn und parallel zur längeren Seite 13 der beispielsweise rechteckigen Grundplatte 12 ausgerichtet.As shown in FIG. 3, two
Auf der Grundplatte 12 aufliegend ist ein Metallstreifen 30, z.B. ein Stahlband, als Grundplattenverstärkung vorgesehen. In dem Stahlband 30 sind zwei Löcher 32 für die Aufnahme der Anker 14 vorgesehen.On the
Die Anker 14 sind im gezeigten Ausführungsbeispiel im Randbalken 6 einer Brücke versetzt. Zwischen der auf das obere Ende der Anker 14 geschraubten Mutter 34 und dem als Grundplattenverstärkung dienenden Metallstreifen 30 sind Beilagscheiben 36 vorgesehen.The
Die Löcher 32 in dem als Grundplattenverstärkung dienenden Metallstreifen 30 haben gegenüber den Ankern 14 geringes Spiel.The
Bei Aufprall eines Fahrzeuges gegen die Leiteinrichtung 2 wird sich zunächst das Leitschienenband 15 unter Verformen der Zwischenstücke 16 an die Steher 10 annähern. Dann wird der Steher 10 von der Fahrbahn wegkippen (in Fig. 1 nach rechts), wobei sich, wie in Fig. 4 gezeigt, die Grundplatte 12 zwischen den Ankern 14 nach oben wölbt. Es ist erkennbar, dass sich die auf den Steher 10 einwirkenden Zugkräfte im Bereich seiner der Fahrbahn zugekehrten Kanten 11 konzentrieren, so dass der Steher 10 schlussendlich zuerst im Bereich der Kanten 11 knapp über der Verschweißung zwischen Grundplatte 12 und Steher 10, im Bereich 17, einreisst.Upon collision of a vehicle against the
Die als Metallstreifen 30 ausgebildete Grundplattenverstärkung wird beim Aufwölben der Grundplatte 12 zunächst unter Beilagscheiben 36 relativ zu den Ankern 14 rutschen, bis die äußeren Bereiche der Innenflächen der Löcher 32 in dem Metallstreifen 30 der Grundplattenverstärkung an den Ankern 14 anliegen. Dadurch wirkt der Metallstreifen 30 der Grundplattenverstärkung als Zugband, das verhindert, dass sich die Anker 14 beim Aufwölben der Grundplatte 12 (Fig. 4) mit ihren über das Bauwerk 4 überstehenden Bereichen gegenüber ihren in das Bauwerk 4 eingreifenden Bereichen nach außen verbiegen. Dessen ungeachtet kann sich die Grundplatte 12, wie in Fig. 4 gezeigt, aufwölben, da die von den Ankern 14 durchsetzten Löcher 20 in der Grundplatte 12 als Langlöcher ausgebildet sind.The formed as a
Der Metallstreifen 30, der bevorzugt ein Stahlband ist und der als Grundplattenverstärkung dient, bewirkt folgende:
- Solange das Lochspiel in dem
Metallstreifen 30 in der Grundplattenverstärkung nicht verbraucht ist, wird das Aufwölben derGrundplatte 12 nicht behindert. Ein Schwenken desStehers 10 bei einem Aufprall von der Fahrbahn weg wird dadurch ermöglicht. - Ab einer bestimmten Aufwölbung der
Grundplatte 12 ist das Lochspiel in demMetallstreifen 30 der Grundplattenverstärkung verbraucht und dieses beginnt als Zugband zu wirken. Diese Zugbandwirkung begrenzt einerseits das Aufwölben derGrundplatte 12 und hält anderseits in Verbindung mit denLanglöchern 20 derGrundplatte 12 dieAnker 14 trotz des Aufwölbens gerade.
- As long as the hole play in the
metal strip 30 in the base plate reinforcement is not consumed, the bulging of thebase plate 12 is not hindered. A pivoting of thepost 10 in an impact away from the roadway is thereby made possible. - From a certain bulge of the
base plate 12, the hole play is consumed in themetal strip 30 of the base plate reinforcement and this begins to act as a drawstring. This Zugbandwirkung limits on the one hand the bulging of thebase plate 12 and holds on the other hand in connection with theslots 20 of thebase plate 12, theanchor 14 despite the bulging straight.
Durch die erfindungsgemäße Ausbildung des Stehers 10 mit seiner Grundplatte 12 in Verbindung mit dem bevorzugt vorgesehenen Metallstreifen 30, insbesondere Stahlband, als Grundplattenverstärkung wird das Austauschen von Stehern 10, das beim Reparieren von Unfallschäden an der Leiteinrichtung 2 häufig erforderlich ist, nicht behindert, da bei der Erfindung die Verankerung nicht beschädigt wird, also die Anker 14 nicht verformt werden.Due to the inventive design of the
Durch die erfindungsgemäße Ausbildung, insbesondere in der Ausführungsform mit dem Metallstreifen 30, insbesondere dem Stahlband als Grundplattenverstärkung, braucht die Grundplatte 12, statt wie bisher eine Stärke von beispielsweise 15 mm, nur noch eine Stärke von beispielsweise etwa 10 mm haben.Due to the construction according to the invention, in particular in the embodiment with the
Zusammenfassend kann ein Ausführungsbeispiel der Erfindung wie folgt beschrieben werden:In summary, an embodiment of the invention can be described as follows:
Ein Steher 10 einer Leiteinrichtung 2, der auf einem Bauwerk 4 zu befestigen ist, besitzt eine Grundplatte 12, mit welcher der Steher 10 mit seinem unteren Ende verschweißt ist. In der Grundplatte 12 sind seitlich neben dem Fußpunkt des Stehers 10 zwei Langlöcher 20 vorgesehen, deren Längserstreckung parallel zur Fahrbahnrichtung ausgerichtet ist. Auf der Grundplatte 12 liegt im Bereich der Langlöcher 20 ein Metallstreifen 30 als Grundplattenverstärkung auf, das Löcher 32 für den Durchgriff von Ankern 14 aufweist, die ebenfalls die Langlöcher 20 in der Grundplatte 12 durchgreifen, und im Bauwerk 4 festgelegt sind. Die Löcher 32 in dem Metallstreifen 30, der als Grundplattenverstärkung dient, haben gegenüber den Ankern 14 nur geringes Spiel. Dadurch wird das Aufwölben der Grundplatte 12 in ihrem der Fahrbahn zugekehrten Bereich möglich und ein Verformen der Anker 14 durch die Zugbandwirkung des als Grundplattenverstärkung wirkende Metallstreifens 30 verhindert.A
Claims (11)
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT05450171T ATE404737T1 (en) | 2004-10-25 | 2005-10-13 | STAND FOR CONTROL DEVICE |
SI200530458T SI1650351T1 (en) | 2004-10-25 | 2005-10-13 | Post for a crash barrier |
PL05450171T PL1650351T3 (en) | 2004-10-25 | 2005-10-13 | Post for a crash barrier |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT0077604U AT8530U1 (en) | 2004-10-25 | 2004-10-25 | STEER FÜR LEITEINRICHTUNG |
Publications (4)
Publication Number | Publication Date |
---|---|
EP1650351A2 true EP1650351A2 (en) | 2006-04-26 |
EP1650351A3 EP1650351A3 (en) | 2006-12-06 |
EP1650351B1 EP1650351B1 (en) | 2008-08-13 |
EP1650351B8 EP1650351B8 (en) | 2008-10-15 |
Family
ID=40586572
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP05450171A Active EP1650351B8 (en) | 2004-10-25 | 2005-10-13 | Post for a crash barrier |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP1650351B8 (en) |
AT (2) | AT8530U1 (en) |
DE (2) | DE202004016721U1 (en) |
PL (1) | PL1650351T3 (en) |
SI (1) | SI1650351T1 (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1857594A1 (en) | 2006-05-18 | 2007-11-21 | Voest-Alpine Krems Finaltechnik GmbH | Post for safety barrier with base plate |
ES2293860A1 (en) * | 2007-10-01 | 2008-03-16 | Hierros Y Aplanaciones, S.A. (Hiasa) | Direct deformable anchoring system for support post of a safety barrier or parapet in rigid ground |
AU2013234430B1 (en) * | 2013-09-30 | 2014-04-10 | Safe Direction Pty Ltd | Post assembly |
EP3363950A1 (en) | 2017-02-16 | 2018-08-22 | voestalpine Krems Finaltechnik GmbH | Vehicle retention system |
US10329722B2 (en) | 2011-05-30 | 2019-06-25 | Industrial Galvanizers Corporation Pty Ltd. | Barrier Construction |
CN110106784A (en) * | 2019-06-13 | 2019-08-09 | 浙江交通职业技术学院 | A kind of bridge guardrail structure |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT7685U1 (en) * | 2004-02-16 | 2005-07-25 | Voest Alpine Krems Finaltech | guide |
ES2661311T3 (en) | 2009-03-19 | 2018-03-28 | Industrial Galvanizers Corporation Pty, Ltd. | Enhanced Road Barrier |
SK288351B6 (en) | 2009-07-25 | 2016-05-02 | Váhostav-Sk-Prefa, S.R.O. | Movable prefabricated reinforced concrete crash barrier with a laminated lock |
CN102363950B (en) * | 2011-10-25 | 2013-07-31 | 张朝峰 | Greenable isolation guard rail and manufacturing method thereof |
AU2015261682B2 (en) | 2015-11-27 | 2022-07-14 | Industrial Galvanizers Corporation Pty Ltd | Improved Parking Barrier System and Post |
AU2019206002A1 (en) | 2018-07-26 | 2020-02-13 | Industrial Galvanizers Corporation Pty Ltd | Improved Spacer Piece for a Guard Rail System |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL7008705A (en) * | 1970-06-06 | 1971-12-08 | ||
JPH11117245A (en) * | 1997-10-15 | 1999-04-27 | Nippon Steel Metal Prod Co Ltd | Guardrail strut |
EP1070789A1 (en) * | 1999-07-21 | 2001-01-24 | SPIG Schutzplanken-Produktions-Gesellschaft mbH & Co.KG | Anchorage for a post |
EP1624111A2 (en) * | 2004-08-04 | 2006-02-08 | Hierros y Aplanaciones, S.A. (HIASA) | Side impact vehicle detention system, with great detention and energetic absorption capacity |
-
2004
- 2004-10-25 AT AT0077604U patent/AT8530U1/en not_active IP Right Cessation
- 2004-10-28 DE DE202004016721U patent/DE202004016721U1/en not_active Expired - Lifetime
-
2005
- 2005-10-13 PL PL05450171T patent/PL1650351T3/en unknown
- 2005-10-13 AT AT05450171T patent/ATE404737T1/en active
- 2005-10-13 DE DE502005005002T patent/DE502005005002D1/en active Active
- 2005-10-13 EP EP05450171A patent/EP1650351B8/en active Active
- 2005-10-13 SI SI200530458T patent/SI1650351T1/en unknown
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL7008705A (en) * | 1970-06-06 | 1971-12-08 | ||
JPH11117245A (en) * | 1997-10-15 | 1999-04-27 | Nippon Steel Metal Prod Co Ltd | Guardrail strut |
EP1070789A1 (en) * | 1999-07-21 | 2001-01-24 | SPIG Schutzplanken-Produktions-Gesellschaft mbH & Co.KG | Anchorage for a post |
EP1624111A2 (en) * | 2004-08-04 | 2006-02-08 | Hierros y Aplanaciones, S.A. (HIASA) | Side impact vehicle detention system, with great detention and energetic absorption capacity |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1857594A1 (en) | 2006-05-18 | 2007-11-21 | Voest-Alpine Krems Finaltechnik GmbH | Post for safety barrier with base plate |
EP1857594B1 (en) * | 2006-05-18 | 2010-06-30 | voestalpine Krems Finaltechnik GmbH | Post for safety barrier with base plate |
ES2293860A1 (en) * | 2007-10-01 | 2008-03-16 | Hierros Y Aplanaciones, S.A. (Hiasa) | Direct deformable anchoring system for support post of a safety barrier or parapet in rigid ground |
WO2009043947A1 (en) * | 2007-10-01 | 2009-04-09 | Hierros Y Aplanaciones, S.A. (Hiasa) | System of direct fusible anchoring for a support post of a security barrier or parapet in rigid ground |
US8850765B2 (en) | 2007-10-01 | 2014-10-07 | Hierros Y Aplanaciones, S.A. | System of direct fusible anchoring for a support post of a security barrier or parapet in rigid ground |
US10329722B2 (en) | 2011-05-30 | 2019-06-25 | Industrial Galvanizers Corporation Pty Ltd. | Barrier Construction |
WO2015042656A1 (en) * | 2013-09-30 | 2015-04-02 | Safe Direction Pty Ltd | Post assembly |
GB2535059A (en) * | 2013-09-30 | 2016-08-10 | Safe Direction Pty Ltd | Post Assembly |
US9758936B2 (en) | 2013-09-30 | 2017-09-12 | Safe Direction Pty Ltd | Post assembly |
AU2013234430B1 (en) * | 2013-09-30 | 2014-04-10 | Safe Direction Pty Ltd | Post assembly |
GB2535059B (en) * | 2013-09-30 | 2020-07-15 | Safe Direction Pty Ltd | Post Assembly |
EP3363950A1 (en) | 2017-02-16 | 2018-08-22 | voestalpine Krems Finaltechnik GmbH | Vehicle retention system |
CN110106784A (en) * | 2019-06-13 | 2019-08-09 | 浙江交通职业技术学院 | A kind of bridge guardrail structure |
Also Published As
Publication number | Publication date |
---|---|
SI1650351T1 (en) | 2009-04-30 |
DE502005005002D1 (en) | 2008-09-25 |
EP1650351B8 (en) | 2008-10-15 |
DE202004016721U1 (en) | 2004-12-23 |
EP1650351A3 (en) | 2006-12-06 |
PL1650351T3 (en) | 2009-04-30 |
AT8530U1 (en) | 2006-09-15 |
ATE404737T1 (en) | 2008-08-15 |
EP1650351B1 (en) | 2008-08-13 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1650351B1 (en) | Post for a crash barrier | |
EP1762660B1 (en) | Device for traffic guiding | |
EP1719840A2 (en) | Guardrail arrangement | |
DE112014000467B4 (en) | Flexible guardrail with improved impact energy absorption capacity | |
EP0641893B1 (en) | Barrier element | |
EP1061179B1 (en) | Guard rail | |
EP1650352A1 (en) | Spacer for crash barriers | |
AT9448U1 (en) | RAILROADSTICK WITH BASE PLATE | |
EP1997957B1 (en) | Vehicle restraint system on traffic routes | |
DE19907954B4 (en) | Passive protection device | |
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 | |
DE2640910A1 (en) | Road side sound absorbent barrier - has panels with U=shaped throats formed by vertical members secured to adjacent ones | |
DE102007063511B4 (en) | Protective device on traffic routes | |
DE4335904A1 (en) | Passive protection arrangement on roads | |
DE102009028904A1 (en) | Guard rail or crash barrier for use in e.g. motorway, to prevent vehicle from crossing middle strips, has bases including holes for fastening L-shaped elements directly at substructure, and ribs extending upto bases in transverse direction | |
EP1520934A1 (en) | Support post for a guard rail | |
DE102008048810A1 (en) | Traffic guidance device for mounting in edge of lane at e.g. motorway for motor vehicle, has locking-device connected with soil and engaged to pillar for controlling disengagement of pillar from soil during collision of vehicle on device | |
EP1026327B1 (en) | Impact attenuation device | |
AT413832B (en) | Protective wall, flanking roads to absorb impact energy, is composed of concrete components resting on an angled foundation, with drillings through the foot of the base at an angle into the foundation for rods at the rear side | |
EP2055840A2 (en) | Guide rail | |
EP2034094B1 (en) | Guide device on traffic paths with two retention systems with different rigidity and a transfer construction between them | |
AT413712B (en) | Guide wall for motor traffic on road comprises wall elements slidably secured relative to their anchor fittings, which consist of floor-mounted rails with T-shaped cross-section | |
EP1619310A1 (en) | Guardrail for a vehicle restraint system | |
EP2692950B1 (en) | Component for the erection of mobile guard barriers on roadways | |
EP2952630B1 (en) | Vehicle retention system |
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: A2 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL BA HR MK YU |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL BA HR MK YU |
|
17P | Request for examination filed |
Effective date: 20070306 |
|
17Q | First examination report despatched |
Effective date: 20070628 |
|
AKX | Designation fees paid |
Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK 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 |
|
RAP2 | Party data changed (patent owner data changed or rights of a patent transferred) |
Owner name: VOESTALPINE KREMS FINALTECHNIK GMBH |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REF | Corresponds to: |
Ref document number: 502005005002 Country of ref document: DE Date of ref document: 20080925 Kind code of ref document: P |
|
REG | Reference to a national code |
Ref country code: RO Ref legal event code: EPE |
|
NLT2 | Nl: modifications (of names), taken from the european patent patent bulletin |
Owner name: VOESTALPINE KREMS FINALTECHNIK GMBH Effective date: 20080910 |
|
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: 20080813 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: 20081213 Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20080813 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20080813 Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081124 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: 20080813 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FD4D |
|
BERE | Be: lapsed |
Owner name: VOEST-ALPINE KREMS FINALTECHNIK GMBH Effective date: 20081031 |
|
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: 20080813 Ref country code: IE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20080813 |
|
REG | Reference to a national code |
Ref country code: PL Ref legal event code: T3 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20081031 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: 20090113 |
|
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: 20090514 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20090630 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20080813 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20080813 |
|
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: 20081031 |
|
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: 20081031 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081113 |
|
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: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20081013 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: 20080813 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 Effective date: 20090214 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20080813 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20081114 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20091031 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20091031 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20091013 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: BG Payment date: 20110729 Year of fee payment: 7 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BG Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20121031 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: 20121031 |
|
P01 | Opt-out of the competence of the unified patent court (upc) registered |
Effective date: 20230706 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: RO Payment date: 20230922 Year of fee payment: 19 Ref country code: CZ Payment date: 20230925 Year of fee payment: 19 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SK Payment date: 20230919 Year of fee payment: 19 Ref country code: PL Payment date: 20230919 Year of fee payment: 19 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SI Payment date: 20230920 Year of fee payment: 19 Ref country code: DE Payment date: 20231027 Year of fee payment: 19 Ref country code: AT Payment date: 20230920 Year of fee payment: 19 |