EP1645691A1 - Transition structure - Google Patents
Transition structure Download PDFInfo
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- EP1645691A1 EP1645691A1 EP05105276A EP05105276A EP1645691A1 EP 1645691 A1 EP1645691 A1 EP 1645691A1 EP 05105276 A EP05105276 A EP 05105276A EP 05105276 A EP05105276 A EP 05105276A EP 1645691 A1 EP1645691 A1 EP 1645691A1
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- Prior art keywords
- compliance
- damping elements
- damping
- transition structure
- structure according
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- 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
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- 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
- E01F15/025—Combinations of at least two of the barrier member types covered by E01F15/04 - E01F15/08, e.g. rolled steel section or plastic strip backed up by cable, safety kerb topped by rail barrier
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
- E01F15/02—Continuous barriers extending along roads or between traffic lanes
- E01F15/08—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
- E01F15/081—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material
- E01F15/083—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material using concrete
Definitions
- the subject of the present invention is a transitional construction between two different restraint systems on roads, wherein the restraint systems have different compliance.
- Critical is the transition from one restraint system to another, especially if they have different compliance.
- the pre-standard DIN V ENV 1317-4 stipulates in which cases the transitional structures must meet certain requirements and must also be subjected to a costly test. If both restraint systems are made of concrete, a test is only necessary if the compliance differs by two levels. For transitions from concrete to steel, a test is already necessary, even if only one level of flexibility exists.
- the invention is based on the object to provide a transitional structure between two restraint systems of different flexibility, through which a safe transition is feasible in a simple manner.
- the damping elements thus have a different damping effect in a transition region between the two restraint systems.
- the damping effect of the individual damping elements decreases from the restraint system with low compliance in the direction of the restraint system with higher compliance.
- the transition region is that region in which the compliance is varied starting from the one restraint system to the other restraint system.
- the retention system is provided with greater compliance, such as steel guardrails, i. pulled through to the restraint system of lesser compliance, such as concrete-retaining elements, wherein in the transition region by the provision of particular on the roadway side facing away from the damping elements, the compliance is gradually reduced or increased.
- the damping elements are preferably concrete cast elements or the like, which are in particular placed directly on a road surface without anchoring.
- the damping effect of the individual damping elements is preferably dependent on the inertia. It is particularly preferred here that the concrete casting elements or the damping elements have the same height and the inertia is thereby changed by changing the width or depth.
- the height of the individual damping elements corresponds at least to the height of the restraint system with higher compliance. This is advantageous in that the restraint system is deformed with greater compliance in the event of an impact of a motor vehicle or the like, and thus ensures that, for example, the metal guardrail is pressed against the damping elements and the guardrail does not slip over damping elements.
- the damping elements are made of increasingly shorter sections of the restraint system with the lower compliance.
- a Metallleitplanke thus takes place a substantially stepless transition.
- the individual damping elements are not connected to each other.
- such damping elements have a spacing of 5 to 50 cm. It is particularly preferred that the distance between adjacent damping elements in the direction of the restraint system increases with higher compliance. By providing such distances, the intentional slippage of the individual damping elements on the road surface, through which the damping is caused guaranteed.
- the transition structure according to the invention has the particular advantage that the optimal length of the transition structure and the dimensioning and positioning of the damping elements can be determined by preliminary tests with conventional restraint systems. In later replicas, it is then possible to calculate these on the basis of preliminary tests, so that no further testing is required.
- a Riackhaltesystem with higher compliance has in the illustrated embodiment, a plurality of adjacently mounted on a roadway top concrete-retaining elements 10. These may be, for example, retaining elements of the applicant named Safetybaer H2 or Safetybaer H4.
- a restraint system with higher flexibility has in the illustrated embodiment, two Schotzplankenholme 12 and Metallleitplanken on.
- the two protective-rail spars 12 at least partially cover the first retaining element 10 with respect to a transition region 14.
- the retaining element 10 has a recess 16.
- the recess 16 is formed such that it substantially corresponds to the depth of the guard rail spars, so that they do not protrude from a front side 18 of the retaining element 10.
- the two guard rails 12 are connected in the region of the recess 16 with the retaining element 10, for example screwed.
- a plurality of damping elements 20 are provided on the side facing away from the roadway behind the guard rail spars 12.
- the individual damping elements 20a-20i have a different damping effect.
- the outer shape or cross-section of the damping elements 20 corresponds to the shape of the retaining element 10.
- the width of the damping elements 20, starting from the damping element 20a, which is disposed immediately adjacent to the low-compliance retaining element 10, increases to the damping element 20i from.
- the damping element 20i is in the illustrated embodiment, the last, narrowest damping element, then followed by the restraint system with high compliance.
- the individual damping elements 20a-20i are arranged on a foundation, so that the damping elements 20a-20i can be displaced in the direction of an arrow 22 (FIG. 1) in the event of a collision of a vehicle in the transition region 14.
- a displacement of the individual damping elements (20a - 20i) takes place on an upper side (28) of a foundation.
- the foundation may be, for example, a concrete foundation or the like.
- damping elements 20a-20i are each arranged at a distance 24 from each other.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Materials For Medical Uses (AREA)
- Road Paving Structures (AREA)
- Transition And Organic Metals Composition Catalysts For Addition Polymerization (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
Gegenstand der vorliegenden Erfindung ist eine Übergangskonstruktion zwischen zwei verschiedenen Rückhaltesystemen an Straßen, wobei die Rückhaltesysteme unterschiedliche Nachgiebigkeit aufweisen.The subject of the present invention is a transitional construction between two different restraint systems on roads, wherein the restraint systems have different compliance.
Rückhaltesysteme an Straßen unterliegen der DIN EN 1317-2 von 1998, in der verschiedene Leistungsklassen und Prüfverfahren festgelegt sind. Außer Rückhaltesystemen aus Metall, insbesondere Leitplanken, haben sich auch solche aus Beton bewährt.Road restraint systems are subject to DIN EN 1317-2 of 1998, which specifies various performance classes and test methods. Apart from restraint systems made of metal, in particular guardrails, also those made of concrete have proven themselves.
Besonders bewährt hat sich das abgestufte Rückhaltesystem gemäß EP A-1 293 610. Darüber hinaus sind noch erhebliche Strecken von Bundesstraßen, Schnellstraßen und Autobahnen abgesichert mit Hilfe von Rückhaltesystemen aus Metall.The graduated restraint system according to EP A-1 293 610 has proven particularly useful. In addition, considerable stretches of federal highways, expressways and highways are still protected by means of restraint systems made of metal.
Kritisch ist der Übergang von einem Rückhaltesystem zu einem anderen, insbesondere wenn diese unterschiedliche Nachgiebigkeit aufweisen.Critical is the transition from one restraint system to another, especially if they have different compliance.
In der Vornorm DIN V ENV 1317-4 wird vorgeschrieben, in welchen Fällen die Übergangskonstruktionen bestimmten Anforderungen genügen mussen und ferner einer aufwendigen Prüfung unterworfen werden müssen. Wenn beide Rückhaltesysteme aus Beton bestehen, ist eine Prüfung nur nötig, wenn die Nachgiebigkeit um zwei Stufen voneinander abweicht. Bei Ubergängen von Beton auf Stahl ist eine Prüfung bereits nötig, selbst wenn nur eine Nachgiebigkeitsstufe Unterschied besteht.The pre-standard DIN V ENV 1317-4 stipulates in which cases the transitional structures must meet certain requirements and must also be subjected to a costly test. If both restraint systems are made of concrete, a test is only necessary if the compliance differs by two levels. For transitions from concrete to steel, a test is already necessary, even if only one level of flexibility exists.
In der DE-A-37 42 356 ist eine Übergangskonstruktion bei Verkehrswegen von einem Beton-Rückhalteelement auf eine aus einem annähernd lotrechten Stahlpfosten und mindestens aus einem annähernd horizontalen Stahlholm bestehende Schutzplanke beschrieben. In dem Übergangsbereich zwischen dem Rückhaltesystem aus Beton und der Schutzplanke aus Metall überlappen sich die beiden Rückhaltesysteme. Zwischen der Schutzplanke und dem Beton-Rückhaltesystem sind vertikale Rohre mit unterschiedlichem Durchmesser vorgesehen. Durch die Rohre soll beim Aufprall eines Kraftfahrzeugs eine Energieabsorption erfolgen. Es handelt sich hierbei um eine relativ aufwändige Konstruktion, da die Lage der einzelnen Rohre klar definiert sein muss. Ferner hat sich gezeigt, dass der erwünschte fließende Übergang in der Nachgiebigkeit mit diesem System nicht erzielt werden kann.In DE-A-37 42 356 a transition structure is described at traffic routes from a concrete-retaining element on one of an approximately vertical steel post and at least from an approximately horizontal steel spar existing guardrail. In the transition area between the concrete restraint system and the metal barrier, the two restraint systems overlap. Between the guardrail and the concrete restraint system vertical pipes of different diameters are provided. Through the pipes, an energy absorption should take place on impact of a motor vehicle. This is a relatively complex construction, since the position of the individual tubes must be clearly defined. Further, it has been found that the desired smooth transition in compliance can not be achieved with this system.
Es besteht somit weiterhin der Nachteil, dass beim Übergang zwischen zwei Rückhaltesystemen mit unterschiedlicher Nachgiebigkeit schwere Unfälle auftreten können, sofern ein Fahrzeug in dem Übergangsbereich gegen das Rückhaltesystem fährt. Insbesondere kann hierbei eine Art Rampenbildung erfolgen, durch die ein Kraftfahrzeug von der Fahrbahn geschleudert werden kann.Thus, there is still the disadvantage that severe accidents can occur in the transition between two restraint systems with different compliance, provided that a vehicle travels in the transitional area against the restraint system. In particular, this can be done a kind of ramp formation by which a motor vehicle can be thrown from the road.
Der Erfindung liegt die Aufgabe zu Grunde, eine Übergangskonstruktion zwischen zwei Rückhaltesystemen unterschiedlicher Nachgiebigkeit zu schaffen, durch das auf einfache Weise ein sicherer Übergang realisierbar ist.The invention is based on the object to provide a transitional structure between two restraint systems of different flexibility, through which a safe transition is feasible in a simple manner.
Die Lösung der Aufgabe erfolgt erfindungsgemäß durch die Merkmale des Anspruchs 1.The object is achieved according to the invention by the features of claim 1.
Erfindungsgemäß erfolgt dies dadurch, dass die Ruckhaltesysteme stoßend miteinander verbunden sind und das System mit der höheren Nachgiebigkeit insbesondere auf der der Fahrbahn abgewandten Seite die Nachgiebigkeit abschnittsweise vermindernde Dämpfungselemente aufweist.According to the invention, this takes place in that the restraint systems are connected to one another in an abutting manner and the system with the higher compliance has, in particular on the side facing away from the roadway, the resilience of damping elements which reduce in sections.
Vorzugsweise weisen die Dämpfungselemente somit in einem Übergangsbereich zwischen den beiden Rückhaltesystemen eine unterschiedliche Dämpfungswirkung auf. Hierbei nimmt die Dämpfungswirkung der einzelnen Dämpfungselemente ausgehend von dem Rückhaltesystem mit geringer Nachgiebigkeit in Richtung des Rückhaltesystems mit höherer Nachgiebigkeit ab. Hierbei ist der Übergangsbereich derjenige Bereich, in dem die Nachgiebigkeit ausgehend von dem einen Rückhaltesystem zum anderen Rückhaltesystem variiert ist. Vorzugsweise ist in dem Übergangsbereich das Rückhaltesystem mit größerer Nachgiebigkeit, wie beispielsweise Stahlleitplanken, vorgesehen, d.h. bis zu dem Rückhaltesystem geringerer Nachgiebigkeit, wie beispielsweise Beton-Rückhalteelementen, durchgezogen, wobei in dem Übergangsbereich durch das Vorsehen von insbesondere auf der Fahrbahn abgewandten Seite angeordneten Dämpfungselemente die Nachgiebigkeit schrittweise verringert bzw. erhöht wird.Preferably, the damping elements thus have a different damping effect in a transition region between the two restraint systems. Here, the damping effect of the individual damping elements decreases from the restraint system with low compliance in the direction of the restraint system with higher compliance. Here, the transition region is that region in which the compliance is varied starting from the one restraint system to the other restraint system. Preferably, in the transition region, the retention system is provided with greater compliance, such as steel guardrails, i. pulled through to the restraint system of lesser compliance, such as concrete-retaining elements, wherein in the transition region by the provision of particular on the roadway side facing away from the damping elements, the compliance is gradually reduced or increased.
Bei den Dämpfungselementen handelt es sich vorzugsweise um Beton-Gusselemente oder dgl., die insbesondere unmittelbar auf eine Fahrbahnoberseite ohne Verankerung aufgesetzt sind. Die Dämpfungswirkung der einzelnen Dämpfungselemente ist hierbei vorzugsweise von der Massenträgheit abhängig. Besonders bevorzugt ist es hierbei, dass die Beton-Gusselemente bzw. die Dämpfungselemente dieselbe Höhe aufweisen und die Massenträgheit dadurch durch Veränderung der Breite oder Tiefe verändert wird.The damping elements are preferably concrete cast elements or the like, which are in particular placed directly on a road surface without anchoring. The damping effect of the individual damping elements is preferably dependent on the inertia. It is particularly preferred here that the concrete casting elements or the damping elements have the same height and the inertia is thereby changed by changing the width or depth.
Vorzugsweise entspricht die Höhe der einzelnen Dämpfungselemente mindestens der Höhe des Rückhaltesystems mit höherer Nachgiebigkeit. Dies ist insofern vorteilhaft, da das Rückhaltesystem mit höherer Nachgiebigkeit bei einem Aufprall eines Kraftfahrzeugs oder dgl, verformt wird und somit sichergestellt ist, dass beispielsweise die Metallleitplanke gegen die Dämpfungselemente gedrückt wird und die Leitplanke nicht über Dämpfungselemente wegrutscht.Preferably, the height of the individual damping elements corresponds at least to the height of the restraint system with higher compliance. This is advantageous in that the restraint system is deformed with greater compliance in the event of an impact of a motor vehicle or the like, and thus ensures that, for example, the metal guardrail is pressed against the damping elements and the guardrail does not slip over damping elements.
Vorzugsweise sind die Dämpfungselemente aus zunehmend kürzeren Teilstücken des Rückhaltesystems mit der geringeren Nachgiebigkeit hergestellt. Je kürzer die Teilstücke des Rückhaltesystems mit der geringeren Nachgiebigkeit, d.h. des Rückhaltesystems aus Beton oder Stahlbeton sind, desto leichter lassen sie sich seitlich verschieben, da sie vorzugsweise nicht im Boden verankert sind, sondern nur auf dem Boden aufgesetzt sind. Durch die erfindungsgemäße Übergangskonstruktion von dem System mit der geringeren Nachgiebigkeit zu dem System mit der höheren Nachgiebigkeit, wie z.B. einer Metallleitplanke, erfolgt somit ein im Wesentlichen stufenloser Übergang.Preferably, the damping elements are made of increasingly shorter sections of the restraint system with the lower compliance. The shorter the sections of the lower yielding restraint system, i. the restraint system of concrete or reinforced concrete, the easier they can move laterally, since they are preferably not anchored in the ground, but are only placed on the ground. By the inventive transition construction from the system with the lower compliance to the system with the higher compliance, such. a Metallleitplanke, thus takes place a substantially stepless transition.
Vorzugsweise sind die einzelnen Dämpfungselemente untereinander nicht verbunden. Insbesondere weisen derartige Dämpfungselemente einen Abstand von 5 - 50 cm auf. Hierbei ist es besonders bevorzugt, dass der Abstand zwischen benachbarten Dämpfungselementen in Richtung des Rückhaltesystems mit höherer Nachgiebigkeit zunimmt. Durch das Vorsehen derartiger Abstände ist das gewollte Verrutschen der einzelnen Dämpfungselemente auf der Fahrbahnoberfläche, durch das die Dämpfung hervorgerufen wird, gewährleistet.Preferably, the individual damping elements are not connected to each other. In particular, such damping elements have a spacing of 5 to 50 cm. It is particularly preferred that the distance between adjacent damping elements in the direction of the restraint system increases with higher compliance. By providing such distances, the intentional slippage of the individual damping elements on the road surface, through which the damping is caused guaranteed.
Während beispielsweise das Rückhaltesystem gemäß EP-A-1 293 610 auf langen Strecken miteinander verbunden ist und daher nur bei sehr starker Belastung seitlich verschoben werden kann, können aus dem gleichen Material hergestellte kürzere Stücke leichter verschoben werden. Werden diese hinter der Metallschiene bzw. der Leitplanke der angrenzenden Stahlkonstruktion mit hoher Nachgiebigkeit angebracht, führen sie zu einer abschnittsweisen bzw. nahezu stufenlosen höheren Nachgiebigkeit bis hin zu dem Bereich, in dem nur noch das System mit der höheren Nachgiebigkeit vorgesehen ist.For example, while the restraint system according to EP-A-1 293 610 is connected to each other over long distances and can therefore be displaced laterally only under very heavy load, shorter pieces made from the same material can be displaced more easily. If these are mounted behind the metal rail or the guardrail of the adjacent steel structure with high flexibility, they lead to a section-wise or almost stepless higher compliance up to the area in which only the system with the higher compliance is provided.
Selbstverständlich kann dieses Konstruktionsprinzip auch für den Übergang von einem nachgiebigen System zu einem weniger nachgiebigen System zur Anwendung kommen. Es werden dann am Ende des Systems mit der höheren Nachgiebigkeit zunehmend längere Dämpfungselemente das Systems mit der geringeren Nachgiebigkeit vorgesehen bis zu dem Punkt, an dem die beiden Systeme stoßend direkt miteinander verbunden sind.Of course, this design principle can also apply to the transition from a compliant system to a less compliant system. It will then be at the end of the system with the higher Compliance with increasingly longer damping elements provides the system with the lower compliance to the point where the two systems are butted directly together.
Es handelt sich somit um eine einfache Konstruktion, die nach entsprechenden Vorversuchen verallgemeinert eingesetzt werden kann und die sehr teuren Testungen auf einige wenige Vorversuche beschränken kann.It is therefore a simple construction, which can be generalized after appropriate preliminary tests and can limit the very expensive tests to a few preliminary tests.
Die erfindungsgemäße Übergangskonstruktion weist insbesondere den Vorteil auf, dass die optimale Länge der Übergangskonstruktion und die Dimensionierung sowie Positionierung der Dämpfungselemente durch Vorversuche mit üblichen Rückhaltesystemen ermittelt werden kann. In späteren Nachbauten ist es sodann möglich, diese auf Grundlage der Vorversuche zu berechnen, so dass keine erneute Prüfung mehr erforderlich ist.The transition structure according to the invention has the particular advantage that the optimal length of the transition structure and the dimensioning and positioning of the damping elements can be determined by preliminary tests with conventional restraint systems. In later replicas, it is then possible to calculate these on the basis of preliminary tests, so that no further testing is required.
Nachfolgend wird die Erfindung anhand einer bevorzugten Ausführungsform unter Bezugnahme auf die anliegenden Zeichnungen näher erläutert.The invention will be explained in more detail with reference to a preferred embodiment with reference to the accompanying drawings.
Es zeigen:
- Fig. 1
- eine schematische Draufsicht einer Übergangskonstruktion, und
- Fig. 2
- eine schematische Vorderansicht der Übergangskonstruktion.
- Fig. 1
- a schematic plan view of a transition structure, and
- Fig. 2
- a schematic front view of the transition structure.
Ein Riackhaltesystem mit höherer Nachgiebigkeit weist im dargestellten Ausführungsbeispiel mehrere nebeneinander auf einer Fahrbahnoberseite aufgestellte Beton-Rückhalteelemente 10 auf. Hierbei kann es sich beispielsweise um Rückhalteelemente der Anmelderin mit der Bezeichnung Safetybaer H2 oder Safetybaer H4 handeln.A Riackhaltesystem with higher compliance has in the illustrated embodiment, a plurality of adjacently mounted on a roadway top concrete-retaining
Ein Rückhaltesystem mit höherer Nachgiebigkeit weist im dargestellten Ausführungsbeispiel zwei Schotzplankenholme 12 bzw. Metallleitplanken auf. Die beiden Schutzplankenholme 12 überdecken das bzgl. eines Übergangsbereichs 14 erste Rückhalteelement 10 zumindest teilweise. Hierzu weist das Rückhalteelement 10 eine Ausnehmung 16 auf. Die Ausnehmung 16 ist derart ausgebildet, dass sie im Wesentlichen der Tiefe der Schutzplankenholme entspricht, so dass diese gegenüber einer Vorderseite 18 des Rückhalteelements 10 nicht vorstehen. Die beiden Schutzplankenholme 12 sind im Bereich der Ausnehmung 16 mit dem Rückhalteelement 10 verbunden, beispielsweise verschraubt.A restraint system with higher flexibility has in the illustrated embodiment, two Schotzplankenholme 12 and Metallleitplanken on. The two protective-rail spars 12 at least partially cover the
In dem Übergangsbereich 14 sind auf der der Fahrbahn abgewandten Seite hinter den Schutzplankenholmen 12 mehrere Dämpfungselemente 20 vorgesehen. Die einzelnen Dämpfungselemente 20a - 20i weisen eine unterschiedliche Dämpfungswirkung auf. Zur Reduktion von Herstellungskosten entspricht die äußere Formgestaltung bzw. der Querschnitt der Dämpfungselemente 20 der Form des Rückhalteelements 10. Die Breite der Dämpfungselemente 20 nimmt, ausgehend von dem Dämpfungselement 20a, das unmittelbar neben dem Rückhalteelement 10 mit geringer Nachgiebigkeit angeordnet ist, zu dem Dämpfungselement 20i ab. Das Dämpfungselement 20i ist im dargestellten Ausführungsbeispiel das letzte, schmalste Dämpfungselement, an das sich sodann das Rückhaltesystem mit hoher Nachgiebigkeit anschließt.In the
Die einzelnen Dämpfungselemente 20a - 20i sind auf einem Fundament angeordnet, so dass die Dämpfungselemente 20a - 20i bei einem Aufprall eines Fahrzeugs im Übergangsbereich 14 in Richtung eines Pfeils 22 (Fig. 1) verschoben werden können.The individual damping
Ein Verschieben der einzelnen Dämpfungselemente (20a - 20i) erfolgt auf einer Oberseite (28) eines Fundaments. Bei dem Fundament kann es sich beispielsweise um ein Betonfundament oder dgl. handeln.A displacement of the individual damping elements (20a - 20i) takes place on an upper side (28) of a foundation. The foundation may be, for example, a concrete foundation or the like.
Um ein gegenseitiges Verklemmen oder Blockieren benachbarter Dämpfungselemente 20a - 20i zu vermeiden, sind diese jeweils in einem Abstand 24 zueinander angeordnet.In order to avoid mutual jamming or blocking of adjacent damping
Claims (9)
dadurch gekennzeichnet, d a s s
die Rückhaltesysteme (10, 12) stoßend miteinander verbunden sind und
das Rückhaltesystem (12) mit höherer Nachgiebigkeit auf der der Fahrbahn (25) abgewandten Seite mehrere, die Nachgiebigkeit abschnittsweise verändernde Dämpfungselemente (20a - 20i) aufweist.Transition structure between two restraint systems (10, 12) with different compliance,
characterized in that
the restraint systems (10, 12) are butted together and
the restraint system (12) with a higher compliance on the side facing away from the roadway (25) has a plurality of damping elements (20a-20i) that change the flexibility in sections.
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
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DE202005020638U DE202005020638U1 (en) | 2004-10-06 | 2005-06-15 | The transition structure |
PL05105276T PL1645691T3 (en) | 2004-10-06 | 2005-06-15 | Transition structure |
EP05105276A EP1645691B1 (en) | 2004-10-06 | 2005-06-15 | Transition structure |
SI200530020T SI1645691T1 (en) | 2004-10-06 | 2005-06-15 | Transition structure |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP04023779 | 2004-10-06 | ||
EP05105276A EP1645691B1 (en) | 2004-10-06 | 2005-06-15 | Transition structure |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1645691A1 true EP1645691A1 (en) | 2006-04-12 |
EP1645691B1 EP1645691B1 (en) | 2007-03-07 |
Family
ID=34926865
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP05105276A Active EP1645691B1 (en) | 2004-10-06 | 2005-06-15 | Transition structure |
Country Status (8)
Country | Link |
---|---|
US (1) | US20060072967A1 (en) |
EP (1) | EP1645691B1 (en) |
AT (1) | ATE356255T1 (en) |
DE (2) | DE202005020638U1 (en) |
ES (1) | ES2284131T3 (en) |
PL (1) | PL1645691T3 (en) |
PT (1) | PT1645691E (en) |
SI (1) | SI1645691T1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202010001873U1 (en) | 2010-02-04 | 2010-05-06 | Tss Technische Sicherheits-Systeme Gmbh | Bridge road boundary system |
EP2354314A1 (en) | 2010-02-04 | 2011-08-10 | TSS Technische Sicherheits-Systeme GmbH | Bridge-roadway separation system and method for producing same |
DE202013004918U1 (en) * | 2013-05-29 | 2014-09-03 | Tss Technische Sicherheits-Systeme Gmbh | Transitional structure for roadway boundaries |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102006044480A1 (en) * | 2006-09-21 | 2008-04-10 | Sps Schutzplanken Gmbh | Continuous transition construction for use on roads, has transition section tapered towards first vehicle support system, and connecting portion that sequentially and linearly couples transition section to second vehicle support system |
US7995694B2 (en) * | 2007-03-19 | 2011-08-09 | Sharp Laboratories Of America, Inc. | Systems and methods for detecting a specific timing from a synchronization channel |
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- 2005-06-15 SI SI200530020T patent/SI1645691T1/en unknown
- 2005-06-15 EP EP05105276A patent/EP1645691B1/en active Active
- 2005-06-15 ES ES05105276T patent/ES2284131T3/en active Active
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Also Published As
Publication number | Publication date |
---|---|
US20060072967A1 (en) | 2006-04-06 |
DE502005000448D1 (en) | 2007-04-19 |
PL1645691T3 (en) | 2007-07-31 |
SI1645691T1 (en) | 2007-08-31 |
ES2284131T3 (en) | 2007-11-01 |
DE202005020638U1 (en) | 2006-05-04 |
EP1645691B1 (en) | 2007-03-07 |
ATE356255T1 (en) | 2007-03-15 |
PT1645691E (en) | 2007-06-18 |
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