EP2286033B1 - Vehicle restraint system - Google Patents

Vehicle restraint system Download PDF

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Publication number
EP2286033B1
EP2286033B1 EP09774618.4A EP09774618A EP2286033B1 EP 2286033 B1 EP2286033 B1 EP 2286033B1 EP 09774618 A EP09774618 A EP 09774618A EP 2286033 B1 EP2286033 B1 EP 2286033B1
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EP
European Patent Office
Prior art keywords
main body
restraining system
vehicle restraining
thickness
base body
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EP09774618.4A
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German (de)
French (fr)
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EP2286033A1 (en
Inventor
Barbara VON LINSINGENHEINTZMANN
Horst Lass
Walter Klein
Werner Heimann
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Heintzmann Sicherheitssysteme GmbH and Co KG
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Heintzmann Sicherheitssysteme GmbH and Co KG
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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
    • E01F15/085—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material using metal

Definitions

  • the invention relates to a vehicle restraint system for limiting the route according to the features in the preamble of claim 1.
  • a vehicle restraint system for limiting the route counts through the DE 38 27 030 C2 to the state of the art.
  • the vehicle restraint system is formed by a string of adjacent barriers.
  • Each barrier has a floor-mounted housing-like base body.
  • a guide rail is arranged above the base body.
  • the guide rail and the base body are connected by means of posts profiled in a sigmoidal profile in horizontal cross section.
  • the DE 199 53 566 A1 discloses a vehicle restraint system having a base body which can be deployed on the ground. On the base body from the Anfahrblechen outwardly directed contact plate are provided. Below the support plates extending angle iron are arranged in the longitudinal direction of the base body. At the angle iron a plurality of longitudinally spaced-apart profile body made of plastic are attached via rubber.
  • the EP 1 650 353 A2 discloses a concrete wall element for a vehicle restraint system on roads. At opposite longitudinal sides supporting elements are at least partially provided along the length thereof in the support region of the wall element, which are non-positively connected to the wall element.
  • elastic bearing elements are used, preferably made of an elastomer.
  • the bearing elements cause on the one hand an elastic mounting of the wall element, whereby a depression of the same in the ground or surface is prevented, for example in an asphalt surface, when it warms up in summer and softens.
  • the friction is increased by the bearing elements, which opposes a displacement of the wall element in a lateral impact of the motor vehicle increased resistance. Both manufacturing technology and handling this embodiment is expensive.
  • the DE 93 01 089 U1 describes a concrete traffic ladder made of concrete or reinforced concrete with an upstanding guide body and bilateral uprising edges.
  • the uprising flanks are designed as wedge-shaped flanks with tapering ramp surfaces, which are non-positively and positively connected to the guide body.
  • the uprising edges may be made of rubber, for example.
  • DE 195 39 274 C2 includes a vehicle restraint system to the prior art with a box-like base body, which is supported on bottom-side runners, wherein on the undersides of the runners friction-increasing means are provided.
  • the friction-increasing means are formed as connectable with the runners, preferably one-piece shoes made of an elastomer, in particular rubber or polyurethane, which engage around the skids form fit from below.
  • the connection with the skid is made on the shoe in one piece trained locking pins which engage in recesses in the bottom plate of the skids.
  • the locking pin is prone to shearing in the event of a transverse displacement as a result of an impact.
  • the replacement and renewal of a shoe below the runner is relatively expensive.
  • Each barrier has a floor-mounted housing-like base body.
  • the base bodies are positioned on bottom inserts, which can be designed as rubber feet.
  • the Leitgeper or base body are positioned on support shoes, which are provided on the bottom side with rubber studs.
  • the invention is, starting from the prior art, the object of the invention to provide a vehicle restraint system with a high resistance to transverse displacement of the barriers, which is improved application technology.
  • the base body of a threshold of the vehicle restraint system stands with feet on the ground.
  • the base has a metallic main body and a base-side elastomer body connected to the main body.
  • the base is releasably fixed by means of a connecting element on the base body, wherein the connecting element cooperates with an abutment on the base body of the base.
  • Through the base and the bottom elastomeric body is a level compensation especially in uneven ground conditions feasible.
  • the elastomeric body has a high frictional resistance, so that the friction between the road surface and the vehicle restraint system is increased.
  • the embodiment of the invention also leads to water can flow under the vehicle restraint system. Separate structural water outlets are not required.
  • the releasable fixing of the feet on the base body is done via a connecting element and an abutment on the body.
  • a connecting element is accessible from the outside, so that the assembly or disassembly of the feet are easy to carry out.
  • the main body and the elastomeric body of the feet are intimately and firmly connected, in particular vulcanization technology.
  • the intimately associated with the elastomer in the vulcanization metal surfaces of the body ensure proper power transmission.
  • the connecting element is a threaded bolt and the abutment is a threaded bore in the main body.
  • the threaded bolt can be screwed from the outside into the threaded bore of the arranged under the base body stand.
  • the connecting element is a threaded nut, wherein the abutment is a threaded bolt (stud) on the body.
  • the ratio of the thickness of the body to the thickness of the elastomer body is between 1: 1 and 1: 10 dimensioned.
  • the ratio of the thickness of the main body to the thickness of the elastomer body is between 1: 2.5 and 1: 5.
  • the feet can be produced in large series.
  • the base body made of steel and the elastomeric body made of rubber.
  • so-called rubber-metal elements are used as feet.
  • rubber-metal elements with an elastomer body, which has a hardness of at least 50 Shore.
  • Shore hardness refers to the resistance to the penetration of a given-shape body under a defined force.
  • the Shore hardness scale covers a range of 0 to 100.
  • the abutment is located in the middle of the body.
  • This simple but pragmatic design ensures compact feet with all-round same lifting conditions and stable power transmission, which keeps well in particular the force acting on transverse displacement of the vehicle restraint system as a result of an impact well.
  • the base body and the elastomeric body have matching horizontal cross-sections.
  • the feet are arranged below below the base body transversely extending runners.
  • a pedestal is provided at each end portion of the runner.
  • the vehicle restraint system is thereby higher, but stable due to the adjusting itself due to the feet level compensation.
  • the coupling of the base body or barriers is easier and more stable even with uneven ground conditions.
  • the feet and thereby higher positioning of the base body also ensure good water drainage under the vehicle restraint system. Additional or separate water outlets are not required.
  • Particularly advantageous embodiment of the invention makes in vehicle restraint systems noticeable, in which additionally weighting body, for example made of concrete, are arranged in the base body. It has been found that such a vehicle restraint system achieves a high resistance to transverse displacement and nevertheless shows a defined compliance behavior in the event of an impact.
  • the runners of the base body have slots transverse to the Leitschwellenraum. These slots are used to hold the mounting bolts of the feet and realize a first energy reduction by transverse displacement of the base body on the slots in the event of a collision with a motor vehicle.
  • the base body slips over the long holes until they stop.
  • the feet will remain on the ground during this process.
  • Each guide threshold 1 has a housing-like base body 3 which can be erected on the floor 2 with roof-shaped inclined side starting plates 4, 5, a cover plate 6 connecting the upper longitudinal edges of the starting plates 4, 5 and to the lower longitudinal edges of the starting plates 4, 5 extending from the base body 3 outwardly extending support plates 7, 8.
  • the edge portions 9 of the support plates 7, 8 are bent slightly downwards.
  • the base body 3 is closed in each case by a face plate 10, 11, wherein coupling elements 12, 13 for connecting the base bodies 3 in the longitudinal direction are provided with one another on the front plates 10, 11.
  • the coupling elements are formed on the one hand by insertion pockets 12 and on the other hand by Einstecklaschen 13, which engage with each other.
  • the base body 3 can be mounted directly on the base body 3 or spaced therefrom a not shown here threshold. This is done by tie rods in the form of threaded rods.
  • the tie rods are inserted through the guide rail and through the cover plate 6 into the base body 3 and clamped there in an arranged in the base body 3 abutment 14 consisting of an abutment plate 15 and a threaded nut 16.
  • weighting bodies 17 can be positioned in the base body 3.
  • the weighting bodies 17 consist in particular of concrete and are arranged on bottom-side longitudinal rails 18.
  • Each runner 19 has a horizontal bottom plate 20 and vertically upwardly directed side walls 21.
  • the runners 19 extend transversely below the base body 3 over the latter Width.
  • a pedestal 24 is mounted in each case at one end portion 22, 23 of the runner 19 ( FIG. 8 ).
  • a base 24 rubber-metal elements are used (see also FIG. 9 ), which have a metallic, circular, plate-like base body 25 made of steel and a fixed to the main body 25 bottom-side elastomeric body 26 made of rubber.
  • the connecting element 27 consists of a threaded bolt 28 which cooperates with an abutment 29 in the form of a threaded bore 30 on the base body 25.
  • the threaded bolt 28 is screwed from above with the inclusion of a washer 31 through the bottom plate 20 in the threaded bore 30 on the base body 25 of the base 24.
  • FIG. 10 Another embodiment of a pedestal 32 is shown in FIG FIG. 10 shown.
  • the abutment 29 is formed on the base body 25 by a protruding from the main body 25 upwardly threaded bolt 33.
  • a connecting element 27 here indicated a threaded nut 34 is used, which is screwed from above onto the threaded bolt 33 and the base 32 clamped to the base body 3 and the runner 19.
  • the elastomeric body 26 has a hardness of at least 50 Shore, preferably 55 Shore to 70 Shore.
  • the main body 25 has a thickness D G and the elastomer body 26 has a thickness D E.
  • the ratio of the thickness D G of the main body 25 to the thickness D E of the elastomer body 26 is between 1: 1 and 1:10, in particular between 1: 2.5 and 1: 5.
  • the feet 24, 32 are designed to be circular in horizontal cross section and that the abutment 29 is arranged in the middle of the main body 25, wherein the main body 25 and the elastomer body 26 have matching horizontal cross sections.
  • FIG. 11 shows a perspective view of a runner 19 with slots 36 which extend both in a central region in the direction of the barrier 1 and at lateral regions transverse to the barrier 1.
  • the feet 24 are screwed into the oblong holes 36 in the lateral areas with the threaded bolt 28.

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

Description

Die Erfindung betrifft ein Fahrzeugrückhaltesystem zur Fahrwegsbegrenzung gemäß den Merkmalen im Oberbegriff von Anspruch 1.The invention relates to a vehicle restraint system for limiting the route according to the features in the preamble of claim 1.

Ein Fahrzeugrückhaltesystem zur Fahrwegsbegrenzung zählt durch die DE 38 27 030 C2 zum Stand der Technik. Das Fahrzeugrückhaltesystem wird durch einen Strang aus aneinander gesetzten Leitschwellen gebildet. Jede Leitschwelle weist einen auf den Boden aufstellbaren gehäuseartigen Basiskörper auf. In der Regel ist oberhalb des Basiskörpers ein Leitholm angeordnet. Bei der bekannten Bauart sind der Leitholm und der Basiskörper über in horizontalem Querschnitt sigmaförmig profilierte Pfosten verbunden.A vehicle restraint system for limiting the route counts through the DE 38 27 030 C2 to the state of the art. The vehicle restraint system is formed by a string of adjacent barriers. Each barrier has a floor-mounted housing-like base body. As a rule, a guide rail is arranged above the base body. In the known type, the guide rail and the base body are connected by means of posts profiled in a sigmoidal profile in horizontal cross section.

Auch die DE 199 53 566 A1 offenbart ein Fahrzeugrückhaltesystem mit einem auf dem Boden aufstellbaren Basiskörper. Am Basiskörper sind von den Anfahrblechen nach außen gerichtete Aufstandsblech vorgesehen. Unterhalb der Aufstandsbleche sind sich in Längsrichtung des Basiskörpers erstreckende Winkeleisen angeordnet. An den Winkeleisen sind mehrere in Längsrichtung mit Abstand zueinander angeordnete Profilkörper aus Kunststoff über Gummi befestigt.Also the DE 199 53 566 A1 discloses a vehicle restraint system having a base body which can be deployed on the ground. On the base body from the Anfahrblechen outwardly directed contact plate are provided. Below the support plates extending angle iron are arranged in the longitudinal direction of the base body. At the angle iron a plurality of longitudinally spaced-apart profile body made of plastic are attached via rubber.

Die EP 1 650 353 A2 offenbart ein Beton-Wandelement für ein Fahrzeugrückhaltesystem auf Straßen. An gegenüberliegenden Längsseiten sind im Auflagebereich des Wandelements zumindest teilweise entlang dessen Länge Abstützelemente vorgesehen, die mit dem Wandelement kraftschlüssig verbunden sind. In die Abstützelemente sind elastische Lagerelemente eingesetzt, vorzugsweise aus einem Elastomer. Die Lagerelemente bewirken einerseits eine elastische Lagerung des Wandelements, wodurch ein Eindrücken desselben in den Boden bzw. Untergrund verhindert wird, zum Beispiel in einen Asphaltbelag, wenn dieser sich im Sommer erwärmt und weich wird. Weiterhin wird durch die Lagerelemente die Reibung erhöht, die einem Verschieben des Wandelements bei einem seitlichen Aufprall des Kraftfahrzeugs einen erhöhten Widerstand entgegensetzt. Sowohl herstellungstechnisch als auch vom Handling her ist diese Ausführungsform aufwendig.The EP 1 650 353 A2 discloses a concrete wall element for a vehicle restraint system on roads. At opposite longitudinal sides supporting elements are at least partially provided along the length thereof in the support region of the wall element, which are non-positively connected to the wall element. In the support elements elastic bearing elements are used, preferably made of an elastomer. The bearing elements cause on the one hand an elastic mounting of the wall element, whereby a depression of the same in the ground or surface is prevented, for example in an asphalt surface, when it warms up in summer and softens. Furthermore, the friction is increased by the bearing elements, which opposes a displacement of the wall element in a lateral impact of the motor vehicle increased resistance. Both manufacturing technology and handling this embodiment is expensive.

Bei der DE 40 32 731 A1 sind die unterhalb des Basiskörpers angeordneten Aufstandsfüße mit einer reibungsfördernden, sich im Verkehrsweg verkrallenden, zum Beispiel mindestens teilweise gezähnten Unterseite versehen. Dies ist jedoch je nach Untergrund für den praktischen Einsatz unvorteilhaft.In the DE 40 32 731 A1 are arranged below the base body uprising feet with a friction-promoting, verkrallenden in the traffic, for example, at least partially toothed bottom provided. However, this is unfavorable depending on the substrate for practical use.

Die DE 93 01 089 U1 beschreibt einen Verkehrsleitstein aus Beton oder Stahlbeton mit einem hochstehenden Leitkörper und beidseitigen Aufstandsflanken. Die Aufstandsflanken sind als keilförmige Flanken mit spitzwinkelig auslaufenden Auffahrflächen ausgebildet, die mit dem Leitkörper kraft- und formschlüssig verbunden sind. Die Aufstandsflanken können beispielsweise aus Gummi bestehen.The DE 93 01 089 U1 describes a concrete traffic ladder made of concrete or reinforced concrete with an upstanding guide body and bilateral uprising edges. The uprising flanks are designed as wedge-shaped flanks with tapering ramp surfaces, which are non-positively and positively connected to the guide body. The uprising edges may be made of rubber, for example.

Durch die DE 195 39 274 C2 zählt ein Fahrzeugrückhaltesystem zum Stand der Technik mit einem gehäuseartigen Basiskörper, der sich auf bodenseitigen Kufen abstützt, wobei an den Unterseiten der Kufen reibungserhöhende Mittel vorgesehen sind.By the DE 195 39 274 C2 includes a vehicle restraint system to the prior art with a box-like base body, which is supported on bottom-side runners, wherein on the undersides of the runners friction-increasing means are provided.

Bei der DE 299 08 299 U1 sind die reibungserhöhenden Mittel als mit den Kufen verbindbare, vorzugsweise einstückige Schuhe aus einem Elastomer gebildet, insbesondere Gummi oder Polyurethan, welche die Kufen von unten formschlüssig umgreifen. Die Verbindung mit der Kufe erfolgt über am Schuh einstückig ausgebildete Verriegelungszapfen, die in Ausnehmungen in der Bodenplatte der Kufen eingreifen. Es hat sich jedoch herausgestellt, dass der Verriegelungszapfen bei einer Querverschiebung in Folge eines Anpralls zum Abscheren neigt. Das Austauschen und Erneuern eines Schuhs unterhalb der Kufe ist relativ aufwendig.In the DE 299 08 299 U1 the friction-increasing means are formed as connectable with the runners, preferably one-piece shoes made of an elastomer, in particular rubber or polyurethane, which engage around the skids form fit from below. The connection with the skid is made on the shoe in one piece trained locking pins which engage in recesses in the bottom plate of the skids. However, it has been found that the locking pin is prone to shearing in the event of a transverse displacement as a result of an impact. The replacement and renewal of a shoe below the runner is relatively expensive.

Aus der WO 2008/062196 A1 geht ein Fahrzeugrückhaltesystem hervor aus lösbar aneinandergesetzten Leitschwellen. Jede Leitschwelle weist einen auf den Boden aufstellbaren gehäuseartigen Basiskörper auf. Die Basiskörper werden auf bodenseitigen Einsatzstücken positioniert, die als Gummifüße ausgeführt sein können.From the WO 2008/062196 A1 is a vehicle restraint system out of releasably juxtaposed Leitschwellen. Each barrier has a floor-mounted housing-like base body. The base bodies are positioned on bottom inserts, which can be designed as rubber feet.

Ferner zählt durch die DE 10 2007 023 788 B3 ein Leitschwellenstrang aus Stahl für Kraftfahrzeuge zum Stand der Technik. Bei dieser Ausführungsform sind die Leitgehäuse bzw. Basiskörper auf Stützschuhen positioniert, die bodenseitig mit Gumminoppen versehen sind.Furthermore counts by the DE 10 2007 023 788 B3 a steel threshold for motor vehicles to the prior art. In this embodiment, the Leitgehäuse or base body are positioned on support shoes, which are provided on the bottom side with rubber studs.

Ein transportables kurvengängiges Fahrzeugrückhaltesystem aus gliederartig aneinandergesetzten Leitschwellenkörpern ist in der US 6,413,009 B1 beschrieben.A transportable curve-like vehicle restraint system of structure-like Leitschwellenkörpern juxtaposed in the US 6,413,009 B1 described.

Der Erfindung liegt, ausgehend vom Stand der Technik, die Aufgabe zugrunde, ein Fahrzeugrückhaltesystem zu schaffen mit einem hohen Widerstand gegen Querverschiebung der Leitschwellen, welches anwendungstechnisch verbessert ist.The invention is, starting from the prior art, the object of the invention to provide a vehicle restraint system with a high resistance to transverse displacement of the barriers, which is improved application technology.

Die Lösung dieser Aufgabe besteht nach der Erfindung in einem Fahrzeugrückhaltesystem gemäß den Merkmalen von Anspruch 1.The solution to this problem consists according to the invention in a vehicle restraint system according to the features of claim 1.

Vorteilhafte Ausgestaltungen und Weiterbildungen des grundsätzlichen Erfindungsgedankens sind Gegenstand der abhängigen Ansprüche 2 bis 11.Advantageous embodiments and further developments of the basic concept of the invention are the subject of the dependent claims 2 to 11.

Der Basiskörper einer Leitschwelle des Fahrzeugrückhaltesystems steht mit Standfüßen auf dem Boden auf. Erfindungsgemäß besitzt der Standfuß einen metallischen Grundkörper und einen mit dem Grundkörper verbundenen bodenseitigen Elastomerkörper. Der Standfuß wird mittels eines Verbindungselements lösbar am Basiskörper festgelegt, wobei das Verbindungselement mit einem Widerlager am Grundkörper des Standfußes zusammenwirkt. Durch den Standfuß und den bodenseitigen Elastomerkörper ist ein Niveauausgleich insbesondere bei unebenen Bodenverhältnissen realisierbar. Darüber hinaus weist der Elastomerkörper einen hohen Reibungswiderstand auf, so dass die Reibung zwischen Fahrbahndecke und dem Fahrzeugrückhaltesystem erhöht ist.The base body of a threshold of the vehicle restraint system stands with feet on the ground. According to the invention, the base has a metallic main body and a base-side elastomer body connected to the main body. The base is releasably fixed by means of a connecting element on the base body, wherein the connecting element cooperates with an abutment on the base body of the base. Through the base and the bottom elastomeric body is a level compensation especially in uneven ground conditions feasible. In addition, the elastomeric body has a high frictional resistance, so that the friction between the road surface and the vehicle restraint system is increased.

Die erfindungsgemäße Ausgestaltung führt auch dazu, dass Wasser unter dem Fahrzeugrückhaltesystem abfließen kann. Gesonderte konstruktive Wasserdurchlässe sind nicht erforderlich.The embodiment of the invention also leads to water can flow under the vehicle restraint system. Separate structural water outlets are not required.

Weiterhin vorteilhaft ist die lösbare Festlegung der Standfüße am Basiskörper. Dies erfolgt über ein Verbindungselement und ein Widerlager am Grundkörper. So sind eine einfache Montage und insbesondere auch ein einfacher Austausch der Standfüße im Falle einer Beschädigung möglich. Hierbei ist insbesondere vorgesehen, dass das Verbindungselement von außen zugänglich ist, so dass die Montage- bzw. Demontagearbeiten der Standfüße leicht durchführbar sind.Further advantageous is the releasable fixing of the feet on the base body. This is done via a connecting element and an abutment on the body. Thus, a simple assembly and in particular a simple replacement of the feet in case of damage are possible. It is provided in particular that the connecting element is accessible from the outside, so that the assembly or disassembly of the feet are easy to carry out.

Der Grundkörper und der Elastomerkörper der Standfüße sind innig und fest miteinander verbunden, insbesondere vulkanisationstechnisch. Die bei der Vulkanisation innig mit dem Elastomer verbundenen Metallflächen des Grundkörpers gewährleisten eine einwandfreie Kraftübertragung.The main body and the elastomeric body of the feet are intimately and firmly connected, in particular vulcanization technology. The intimately associated with the elastomer in the vulcanization metal surfaces of the body ensure proper power transmission.

Vorzugsweise ist das Verbindungselement ein Gewindebolzen und das Widerlager eine Gewindebohrung im Grundkörper. Der Gewindebolzen kann von außen in die Gewindebohrung des unter dem Basiskörper angeordneten Standfußes eingeschraubt werden. Möglich ist es auch, dass das Verbindungselement eine Gewindemutter ist, wobei das Widerlager ein Gewindebolzen (Stehbolzen) am Grundkörper ist.Preferably, the connecting element is a threaded bolt and the abutment is a threaded bore in the main body. The threaded bolt can be screwed from the outside into the threaded bore of the arranged under the base body stand. It is also possible that the connecting element is a threaded nut, wherein the abutment is a threaded bolt (stud) on the body.

Zweckmäßiger Weise ist das Verhältnis der Dicke des Grundkörpers zur Dicke des Elastomerkörpers zwischen 1 : 1 und 1 : 10 bemessen. Vorzugsweise liegt das Verhältnis der Dicke des Grundkörpers zur Dicke des Elastomerkörpers zwischen 1 : 2,5 und 1 : 5.Appropriately, the ratio of the thickness of the body to the thickness of the elastomer body is between 1: 1 and 1: 10 dimensioned. Preferably, the ratio of the thickness of the main body to the thickness of the elastomer body is between 1: 2.5 and 1: 5.

Die Standfüße können in großen Serien hergestellt werden. In der Praxis besteht der Grundkörper aus Stahl und der Elastomerkörper aus Gummi. Insbesondere kommen als Standfüße so genannte Gummi-Metall-Elemente zur Anwendung. Für den Einsatz bei Fahrzeugrückhaltesystemen eignen sich insbesondere Gummi-Metall-Elemente mit einem Elastomerkörper, der eine Härte von mindestens 50 Shore besitzt. Unter der Härte nach Shore wird der Widerstand gegen das Eindringen eines Körpers vorgegebener Form unter einer definierten Kraft verstanden. Die Shore-Härte-Skala umfasst einen Bereich von 0 bis 100.The feet can be produced in large series. In practice, the base body made of steel and the elastomeric body made of rubber. In particular, so-called rubber-metal elements are used as feet. For the Use in vehicle restraint systems are particularly suitable rubber-metal elements with an elastomer body, which has a hardness of at least 50 Shore. Shore hardness refers to the resistance to the penetration of a given-shape body under a defined force. The Shore hardness scale covers a range of 0 to 100.

Für den praktischen Einsatz weiterhin vorteilhaft sind Standfüße, die im horizontalen Querschnitt kreisrund ausgeführt sind, wobei das Widerlager in der Mitte des Grundkörpers angeordnet ist. Diese einfache, aber pragmatische Ausgestaltung gewährleistet kompakte Standfüße mit allseitig gleichen Hebeverhältnissen und stabiler Kraftübertragung, die insbesondere der Krafteinwirkung bei Querverschiebung des Fahrzeugrückhaltesystems in Folge eines Anpralls gut Stand hält. Zweckmäßiger Weise besitzen der Grundkörper und der Elastomerkörper übereinstimmende horizontale Querschnitte.For practical use continue to be advantageous feet that are circular in horizontal cross-section, the abutment is located in the middle of the body. This simple but pragmatic design ensures compact feet with all-round same lifting conditions and stable power transmission, which keeps well in particular the force acting on transverse displacement of the vehicle restraint system as a result of an impact well. Appropriately, the base body and the elastomeric body have matching horizontal cross-sections.

Die Standfüße sind unterhalb von sich unter dem Basiskörper quer erstreckenden Kufen angeordnet. Hierbei ist an jedem Endabschnitt der Kufe ein Standfuß vorgesehen. Das Fahrzeugrückhaltesystem steht hierdurch höher, durch den sich aufgrund der Standfüße einstellenden Niveauausgleich aber stabiler. Insbesondere ist die Kopplung der Basiskörper bzw. Leitschwellen untereinander auch bei unebenen Bodenverhältnissen einfacher und stabiler. Die Standfüße und die hierdurch höhere Positionierung des Basiskörpers gewährleisten auch einen guten Wasserablauf unter dem Fahrzeugrückhaltesystem. Zusätzliche oder gesonderte Wasserdurchlässe sind nicht erforderlich.The feet are arranged below below the base body transversely extending runners. Here, a pedestal is provided at each end portion of the runner. The vehicle restraint system is thereby higher, but stable due to the adjusting itself due to the feet level compensation. In particular, the coupling of the base body or barriers is easier and more stable even with uneven ground conditions. The feet and thereby higher positioning of the base body also ensure good water drainage under the vehicle restraint system. Additional or separate water outlets are not required.

Besonders vorteilhaft macht sich die erfindungsgemäße Ausgestaltung bei Fahrzeugrückhaltesystemen bemerkbar, bei denen zusätzlich noch Beschwerungskörper, beispielsweise aus Beton, im Basiskörper angeordnet sind. Es hat sich gezeigt, dass ein solches Fahrzeugrückhaltesystem einen hohen Widerstand gegen Querverschiebung erreicht und trotzdem im Falle eines Anpralls ein definiertes Nachgiebigkeitsverhalten zeigt.Particularly advantageous embodiment of the invention makes in vehicle restraint systems noticeable, in which additionally weighting body, for example made of concrete, are arranged in the base body. It has been found that such a vehicle restraint system achieves a high resistance to transverse displacement and nevertheless shows a defined compliance behavior in the event of an impact.

Die Kufen des Basiskörpers weisen Langlöcher quer zur Leitschwellenrichtung auf. Diese Langlöcher dienen der Aufnahme der Befestigungsbolzen der Standfüße und realisieren einen ersten Energieabbau durch Querverschiebung der Basiskörper auf den Langlöchern im Falle einer Kollision mit einem Kraftfahrzeug. Dabei verrutscht der Basiskörper über die Langlöcher, bis zu deren Anschlag. Die Standfüße bleiben während dieses Vorganges auf dem Boden stehen. Durch diese Ausführungsvariante werden unzulässig hohe Krafteinwirkungen auf die Fahrzeuginsassen in Folge der Beschleunigung durch die Kollision vermieden. Diese Beschleunigungskräfte werden beispielsweise durch den ASI-Wert (Acceleration Severity Index) nachgewiesen.The runners of the base body have slots transverse to the Leitschwellenrichtung. These slots are used to hold the mounting bolts of the feet and realize a first energy reduction by transverse displacement of the base body on the slots in the event of a collision with a motor vehicle. The base body slips over the long holes until they stop. The feet will remain on the ground during this process. By this embodiment, impermissibly high force effects on the vehicle occupants due to the acceleration caused by the collision are avoided. These acceleration forces are detected for example by the ASI value (Acceleration Severity Index).

Die Erfindung ist nachfolgend anhand von Zeichnungen näher beschrieben. Es zeigen:

Figur 1
eine Stirnansicht auf den Basiskörper einer Leitschwelle eines Fahrzeugrückhaltesystems;
Figur 2
den Basiskörper in einem Längsschnitt gemäß der Linie A - A der Figur 1;
Figur 3
einen Schnitt durch die Darstellung von Figur 2 entlang der Linie B - B;
Figur 4
in perspektivischer Darstellungsweise den Endabschnitt des Basiskörpers einer Leitschwelle in einer Ansicht schräg von unten;
Figur 5
einen Vertikalschnitt durch den Basiskörper im Bereich einer bodenseitigen Kufe;
Figur 6
in einer Seitenansicht eine Kufe sowie einen Standfuß nebst Montagemitteln in einer Explosionsdarstellung;
Figur 7
die Darstellung gemäß der Figur 6 in montiertem Zustand der Bauteile;
Figur 8
eine perspektivische Ansicht schräg von unten auf eine Kufe mit montierten Standfüßen;
Figur 9
im vertikalen Querschnitt eine erste Ausführungsform eines Standfußes;
Figur 10
im vertikalen Querschnitt eine zweite Ausführungsform eines Standfußes und
Figur 11
eine Kufe in einer perspektivischen Ansicht mit Langlöchern.
The invention is described below with reference to drawings. Show it:
FIG. 1
an end view of the base body of a traffic threshold of a vehicle restraint system;
FIG. 2
the base body in a longitudinal section along the line A - A of FIG. 1 ;
FIG. 3
a section through the representation of FIG. 2 along the line B - B;
FIG. 4
in perspective representation, the end portion of the base body of a guide threshold in a view obliquely from below;
FIG. 5
a vertical section through the base body in the region of a bottom-side runner;
FIG. 6
in a side view of a runner and a stand together with mounting means in an exploded view;
FIG. 7
the representation according to the FIG. 6 in the assembled state of the components;
FIG. 8
a perspective view obliquely from below on a runner with mounted feet;
FIG. 9
in vertical cross-section, a first embodiment of a stand;
FIG. 10
in vertical cross-section, a second embodiment of a stand and
FIG. 11
a skid in a perspective view with oblong holes.

Anhand der Figuren 1 bis 5 ist ein erfindungsgemäßes Fahrzeugrückhaltesystem zur Fahrwegsbegrenzung beschrieben. Das Fahrzeugrückhaltesystem besteht aus lösbar aneinandergesetzten Leitschwellen 1. Jede Leitschwelle 1 besitzt einen auf den Boden 2 aufstellbaren gehäuseartigen Basiskörper 3 mit dachförmig geneigten seitlichen Anfahrblechen 4, 5, einem die oberen Längskanten der Anfahrbleche 4, 5 verbindenden Deckblech 6 sowie an die unteren Längskanten der Anfahrbleche 4, 5 sich vom Basiskörper 3 nach außen erstreckenden Aufstandsblechen 7, 8. Die Randabschnitte 9 der Aufstandsbleche 7, 8 sind leicht nach unten abgekantet. Endseitig ist der Basiskörper 3 jeweils durch ein Stirnblech 10, 11 verschlossen, wobei an den Stirnblechen 10, 11 Kupplungselemente 12, 13 zur Verbindung der Basiskörper 3 in Längsrichtung untereinander vorgesehen sind. Die Kupplungselemente werden einerseits durch Einstecktaschen 12 und andererseits durch Einstecklaschen 13 gebildet, welche miteinander in Eingriff gelangen.Based on FIGS. 1 to 5 a vehicle restraint system according to the invention for limiting the roadway is described. Each guide threshold 1 has a housing-like base body 3 which can be erected on the floor 2 with roof-shaped inclined side starting plates 4, 5, a cover plate 6 connecting the upper longitudinal edges of the starting plates 4, 5 and to the lower longitudinal edges of the starting plates 4, 5 extending from the base body 3 outwardly extending support plates 7, 8. The edge portions 9 of the support plates 7, 8 are bent slightly downwards. At the end, the base body 3 is closed in each case by a face plate 10, 11, wherein coupling elements 12, 13 for connecting the base bodies 3 in the longitudinal direction are provided with one another on the front plates 10, 11. The coupling elements are formed on the one hand by insertion pockets 12 and on the other hand by Einstecklaschen 13, which engage with each other.

Oberhalb des Basiskörpers 3 kann direkt auf dem Basiskörper 3 aufstehend oder zu diesem beabstandet eine hier nicht dargestellte Leitschwelle montiert werden. Dies erfolgt über Spannstangen in Form von Gewindestangen. Die Spannstangen werden durch den Leitholm und durch das Deckblech 6 hindurch in den Basiskörper 3 eingeführt und dort in einem im Basiskörper 3 angeordneten Widerlager 14 bestehend aus einer Widerlagerplatte 15 und einer Gewindemutter 16 verspannt.Above the base body 3 can be mounted directly on the base body 3 or spaced therefrom a not shown here threshold. This is done by tie rods in the form of threaded rods. The tie rods are inserted through the guide rail and through the cover plate 6 into the base body 3 and clamped there in an arranged in the base body 3 abutment 14 consisting of an abutment plate 15 and a threaded nut 16.

Zur Erhöhung der Standsicherheit und des Widerstands gegen Querverschiebung bei einem Anprall ist der Basiskörper 3 beschwerbar. Hierzu sind im Basiskörper 3 Beschwerungskörper 17 positionierbar. Die Beschwerungskörper 17 bestehen insbesondere aus Beton und sind auf bodenseitigen Längsschienen 18 angeordnet.To increase the stability and the resistance to transverse displacement in an impact of the base body 3 is beschwerbar. For this purpose, weighting bodies 17 can be positioned in the base body 3. The weighting bodies 17 consist in particular of concrete and are arranged on bottom-side longitudinal rails 18.

Wie insbesondere die Figuren 4 und 5 zeigen, sind unterhalb des Basiskörpers 3 quer zu dessen Längserstreckung orientierte Kufen 19 angeordnet. Jede Kufe 19 besitzt eine horizontale Bodenplatte 20 und vertikal aufwärts gerichtete Seitenwände 21. Die Kufen 19 erstrecken sich quer unterhalb des Basiskörpers 3 über dessen Breite. Unterhalb der Kufen 19 ist jeweils an einem Endabschnitt 22, 23 der Kufe 19 ein Standfuß 24 montiert (Figur 8).How the particular FIGS. 4 and 5 show, are arranged below the base body 3 transverse to the longitudinal extent oriented runners 19. Each runner 19 has a horizontal bottom plate 20 and vertically upwardly directed side walls 21. The runners 19 extend transversely below the base body 3 over the latter Width. Below the runners 19 a pedestal 24 is mounted in each case at one end portion 22, 23 of the runner 19 ( FIG. 8 ).

Als Standfuß 24 kommen Gummi-Metall-Elemente zum Einsatz (siehe hierzu auch Figur 9), die einen metallischen, kreisrunden, plattenartigen Grundkörper 25 aus Stahl und einen mit dem Grundkörper 25 fest verbundenen bodenseitigen Elastomerkörper 26 aus Gummi besitzen. Wie insbesondere anhand der Figuren 6 und 7 verdeutlicht, werden die Standfüße 24 mittels Verbindungselementen 27 lösbar unter den Kufen 19 festgelegt. Das Verbindungselement 27 besteht aus einem Gewindebolzen 28, der mit einem Widerlager 29 in Form einer Gewindebohrung 30 am Grundkörper 25 zusammenwirkt. Hierzu wird der Gewindebolzen 28 von oben unter Eingliederung einer Unterlegscheibe 31 durch die Bodenplatte 20 in die Gewindebohrung 30 am Grundkörper 25 des Standfußes 24 geschraubt.As a base 24 rubber-metal elements are used (see also FIG. 9 ), which have a metallic, circular, plate-like base body 25 made of steel and a fixed to the main body 25 bottom-side elastomeric body 26 made of rubber. As in particular on the basis of FIGS. 6 and 7 clarifies the feet 24 are fixed by means of connecting elements 27 releasably under the skids 19. The connecting element 27 consists of a threaded bolt 28 which cooperates with an abutment 29 in the form of a threaded bore 30 on the base body 25. For this purpose, the threaded bolt 28 is screwed from above with the inclusion of a washer 31 through the bottom plate 20 in the threaded bore 30 on the base body 25 of the base 24.

Eine andere Ausführungsform eines Standfußes 32 ist in der Figur 10 dargestellt. Hierbei ist das Widerlager 29 am Grundkörper 25 durch einen von dem Grundkörper 25 nach oben abstehenden Gewindebolzen 33 gebildet. In diesem Fall kommt als Verbindungselement 27 eine hier angedeutet dargestellte Gewindemutter 34 zum Einsatz, welche von oben auf den Gewindebolzen 33 geschraubt wird und den Standfuß 32 mit dem Basiskörper 3 bzw. der Kufe 19 verspannt.Another embodiment of a pedestal 32 is shown in FIG FIG. 10 shown. Here, the abutment 29 is formed on the base body 25 by a protruding from the main body 25 upwardly threaded bolt 33. In this case comes as a connecting element 27 here indicated a threaded nut 34 is used, which is screwed from above onto the threaded bolt 33 and the base 32 clamped to the base body 3 and the runner 19.

Der Elastomerkörper 26 weist eine Härte von mindestens 50 Shore, vorzugsweise 55 Shore bis 70 Shore auf.The elastomeric body 26 has a hardness of at least 50 Shore, preferably 55 Shore to 70 Shore.

Der Grundkörper 25 besitzt eine Dicke DG und der Elastomerkörper 26 besitzt eine Dicke DE. Das Verhältnis der Dicke DG des Grundkörpers 25 zur Dicke DE des Elastomerkörpers 26 ist zwischen 1 : 1 und 1 : 10 bemessen, insbesondere zwischen 1 : 2,5 und 1 : 5.The main body 25 has a thickness D G and the elastomer body 26 has a thickness D E. The ratio of the thickness D G of the main body 25 to the thickness D E of the elastomer body 26 is between 1: 1 and 1:10, in particular between 1: 2.5 and 1: 5.

Man erkennt, dass die Standfüße 24, 32 in horizontalem Querschnitt kreisrund ausgeführt sind und dass das Widerlager 29 in der Mitte des Grundkörpers 25 angeordnet ist, wobei der Grundkörper 25 und der Elastomerkörper 26 übereinstimmende horizontale Querschnitte besitzen.It can be seen that the feet 24, 32 are designed to be circular in horizontal cross section and that the abutment 29 is arranged in the middle of the main body 25, wherein the main body 25 and the elastomer body 26 have matching horizontal cross sections.

Anhand der Figuren 2, 4 und 5 ist weiterhin zu erkennen, dass die Längsschienen 18 unterhalb der Beschwerungskörper 17 jeweils mit ihren Enden 35 gegenüber dem Beschwerungskörper 17 vorstehen. Mit den Enden 35 greifen die Längsschienen 18 unter die Bodenplatte 20 der Kufe 19 und sind dort mit den Kufen 19 verschraubt.Based on Figures 2 . 4 and 5 It can also be seen that the longitudinal rails 18 project below the weighting bodies 17 each with their ends 35 opposite the weighting body 17. With the ends 35, the longitudinal rails 18 engage under the bottom plate 20 of the runner 19 and are there bolted to the skids 19.

Figur 11 zeigt eine perspektivische Ansicht einer Kufe 19 mit Langlöchern 36, die sich sowohl in einem mittleren Bereich in Richtung der Leitschwelle 1 und an seitlichen Bereichen quer zur Leitschwelle 1 erstrecken. Die Standfüße 24 sind in den Langlöchern 36 in den seitlichen Bereichen mit den Gewindebolzen 28 verschraubt. FIG. 11 shows a perspective view of a runner 19 with slots 36 which extend both in a central region in the direction of the barrier 1 and at lateral regions transverse to the barrier 1. The feet 24 are screwed into the oblong holes 36 in the lateral areas with the threaded bolt 28.

Bezugszeichen:Reference numerals:

  • 1 - Leitschwelle1 - threshold
  • 2 - Boden2 - floor
  • 3 - Basiskörper3 - base body
  • 4 - Anfahrblech4 - Anfahrblech
  • 5 - Anfahrblech5 - Approach plate
  • 6 - Deckblech6 - cover plate
  • 7 - Aufstandsblech7 - contact plate
  • 8 - Aufstandsblech8 - contact plate
  • 9 - Randabschnitt9 - edge section
  • 10- Stirnblech10- face plate
  • 11 - Stirnblech11 - face plate
  • 12- Kupplungselement12- coupling element
  • 13- Kupplungselement13- coupling element
  • 14- Widerlager14- abutment
  • 15 - Widerlagerplatte15 - abutment plate
  • 16- Gewindemutter16-threaded nut
  • 17 - Beschwerungskörper17 - weighting body
  • 18- Längsschiene18- longitudinal rail
  • 19- Kufe19- skid
  • 20 - Bodenplatte20 - bottom plate
  • 21 - Seitenwand21 - side wall
  • 22 - Endabschnitt22 - end section
  • 23 - Endabschnitt23 - end section
  • 24 - Standfuß24 - stand
  • 25 - Grundkörper25 - basic body
  • 26 - Elastomerkörper26 - Elastomer body
  • 27 - Verbindungselement27 - connecting element
  • 28 - Gewindebolzen28 - threaded bolt
  • 29 - Widerlager29 - abutment
  • 30 - Gewindebohrung30 - tapped hole
  • 31 - Unterlegscheibe31 - Washer
  • 32 - Standfuß32 - stand
  • 33 - Gewindebolzen33 - threaded bolt
  • 34 - Gewindemutter34 - threaded nut
  • 35 - Ende v. 1835 - end of v. 18
  • 36 - Langloch36 - long hole
  • DG - Dicke v. 25D G - thickness v. 25
  • DE - Dicke v. 26D E - thickness v. 26

Claims (11)

  1. Vehicle restraining system for delimiting roadways, which comprises guide barriers (1) which are removably placed against one another, each guide barrier (1) comprising a housing-like base member(3) which can be erected on the ground (2)by means of support feet (24, 32), characterised in that the support feet (24, 32) are arranged underneath runners (19) extending transversely below the base member (3), a support foot (24, 32) being provided at each end section (22, 23) of a runner (19), and each support foot (24, 32) comprising a metallic main body (25) and an elastomer body (26)connected to said main body (25)at the end nearest the ground, the elastomer body (26) having a Shore hardness of at least 50 and the support foot (24, 32) being detachably fixable to the base member (3) by means of a connecting element (27), the connecting element (27) cooperating with an abutment (29) on the main body (25) and the support feet (24) being mounted on slots (36) in the runners (19).
  2. Vehicle restraining system according to claim 1, characterised in that the main body (25) and the elastomer body (26) are fixedly connected to one another.
  3. Vehicle restraining system according to claim 1 or 2, characterised in that the connecting element (27) is a threaded bolt (28) and the abutment (29) is a threaded bore (30) in the main body (25).
  4. Vehicle restraining system according to claim 1 or 2, characterised in that the connecting element (27) is a threaded nut (34) and the abutment (29) is a threaded bolt (33) on the main body (25).
  5. Vehicle restraining system according to one of claims 1 to 4, characterised in that the main body (25) has a thickness (DG) and the elastomer body (26) has a thickness (DE), the ratio of the thickness (DG) of the main body (25) to the thickness (DE) of the elastomer body (26) being between 1:1 and 1:10.
  6. Vehicle restraining system according to claim 5, characterised in that the ratio of the thickness (DG) of the main body (25) to the thickness (DE) of the elastomer body (26) is between 1:2.5 and 1:5.
  7. Vehicle restraining system according to one of claims 1 to 6, characterised in that the main body (25) is made of steel.
  8. Vehicle restraining system according to one of claims 1 to 7, characterised in that the elastomer body (26) is made of rubber.
  9. Vehicle restraining system according to one of claims 1 to 8, characterised in that the support feet (24, 32) are circular in their horizontal cross-section and the abutment (29) is arranged in the centre of the main body (25).
  10. Vehicle restraining system according to one of claims 1 to 9, characterised in that the main body (25) and the elastomer body (26) have matching horizontal cross sections.
  11. Vehicle restraining system according to one of claims 1 to 10, characterised in that at least one weighting body (17) is arranged in the base member (3).
EP09774618.4A 2009-05-18 2009-10-21 Vehicle restraint system Active EP2286033B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102009021810A DE102009021810A1 (en) 2009-05-18 2009-05-18 Vehicle restraint system
PCT/DE2009/001468 WO2010133191A1 (en) 2009-05-18 2009-10-21 Vehicle restraint system

Publications (2)

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EP2286033A1 EP2286033A1 (en) 2011-02-23
EP2286033B1 true EP2286033B1 (en) 2015-10-07

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US (1) US20120037865A1 (en)
EP (1) EP2286033B1 (en)
DE (1) DE102009021810A1 (en)
ES (1) ES2553756T3 (en)
WO (1) WO2010133191A1 (en)
ZA (1) ZA201102186B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102019106433A1 (en) * 2019-03-13 2020-09-17 Horst Luther Stand element for a restraint element and a restraint system for traffic safety on traffic routes

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102016118398B4 (en) * 2016-09-28 2020-02-06 Bochumer Eisenhütte Heintzmann GmbH & Co. Bau- und Beteiligungs KG Vehicle restraint system
NL2018014B1 (en) * 2016-12-16 2018-06-26 Laura Metaal Holding B V Barrier element and support structure for use in a barrier element
NL2018015B1 (en) * 2016-12-16 2018-06-26 Laura Metaal Holding B V Mounting assembly for a traffic barrier and traffic barrier comprising a mounting assembly
AU2018200202A1 (en) * 2018-01-10 2019-07-25 Saferoads Pty Ltd A barrier

Family Cites Families (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3827030C2 (en) 1987-09-10 1995-08-10 Spig Schutzplanken Prod Gmbh Limitation of the route side
DE4032731C2 (en) 1990-10-15 1994-11-10 Sps Schutzplanken Gmbh Support for double-acting finished parts of a sliding or guardrail device for traffic routes
DE9301089U1 (en) 1993-01-27 1993-03-25 Stewing Beton- Und Fertigteilwerk Gmbh & Co. Kg, 6096 Raunheim, De
DE9318531U1 (en) * 1993-12-03 1994-02-03 Junker Wilhelm Insert body for the contact surface of foot sleepers in guidance systems for road traffic
US5566926A (en) * 1994-08-19 1996-10-22 Voight Products Incorporated Resilient safety barrier
DE19539274C2 (en) 1995-10-21 2001-10-18 Spig Schutzplanken Prod Gmbh Deflection threshold
AT405851B (en) * 1997-01-17 1999-12-27 Maba Fertigteilind Gmbh Barrier for traffic routes
DE29908299U1 (en) 1999-05-08 1999-07-15 Spig Schutzplanken Prod Gmbh Deflection threshold
DE19935566A1 (en) 1999-07-30 2001-02-08 Kraemer & Grebe Kg Process for the preparation of a suspension containing a salt solution and meat
AT413831B (en) 2000-01-27 2006-06-15 Maba Fertigteilind Gmbh CONCRETE WALL ELEMENT FOR A RESTRAINT SYSTEM ON ROADS
US6413009B1 (en) * 2000-11-06 2002-07-02 Barrier Systems, Inc. Vehicular traffic barrier system
US6474904B1 (en) * 2001-09-24 2002-11-05 Barrier Systems, Inc. Traffic barrier with liquid filled modules
US7523715B2 (en) * 2003-12-16 2009-04-28 Plastic Safety Systems, Inc. Portable sign and barricade assemblies and plastic molded uprights and light and flag mounts therefor
ES2220238B2 (en) * 2004-08-04 2006-02-16 Hierros Y Aplanaciones, S.A. (Hiasa) SYSTEM OF CONTAINMENT OF SIDE IMPACTS OF VEHICLES, WITH HIGH CAPACITY OF CONTAINMENT AND ENERGY ABSORPTION.
PL1693519T3 (en) * 2005-01-20 2011-12-30 Spig Schutzplanken Produktions Gmbh & Co Kg Chain of divider modules for traffic lane limitation
EP1929093A1 (en) * 2005-09-26 2008-06-11 Volkmann & Rossbach GmbH & Co. KG Vehicle restraining system for limiting a roadways
GB0623200D0 (en) * 2006-11-21 2006-12-27 Hill & Smith Holdings Plc Crash barrier beam
DE102007023788B3 (en) * 2007-05-21 2008-09-11 Spig Schutzplanken-Produktions-Gesellschaft Mbh & Co. Kg Steel threshold for motor vehicles
DE202008003111U1 (en) * 2008-03-05 2008-05-29 Volkmann & Rossbach Gmbh & Co. Kg Vehicle restraint system with increased support surface for limiting roadways

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102019106433A1 (en) * 2019-03-13 2020-09-17 Horst Luther Stand element for a restraint element and a restraint system for traffic safety on traffic routes

Also Published As

Publication number Publication date
US20120037865A1 (en) 2012-02-16
ZA201102186B (en) 2012-04-25
EP2286033A1 (en) 2011-02-23
DE102009021810A1 (en) 2010-11-25
ES2553756T3 (en) 2015-12-11
WO2010133191A1 (en) 2010-11-25

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