EP2333160B1 - Traffic guidance device - Google Patents

Traffic guidance device Download PDF

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Publication number
EP2333160B1
EP2333160B1 EP11158516A EP11158516A EP2333160B1 EP 2333160 B1 EP2333160 B1 EP 2333160B1 EP 11158516 A EP11158516 A EP 11158516A EP 11158516 A EP11158516 A EP 11158516A EP 2333160 B1 EP2333160 B1 EP 2333160B1
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EP
European Patent Office
Prior art keywords
guidance device
traffic guidance
wall
connector part
tongue
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EP11158516A
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German (de)
French (fr)
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EP2333160A1 (en
Inventor
Andreas Tiemann
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Heinz Schnorpfeil Bau GmbH
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Heinz Schnorpfeil Bau GmbH
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Priority claimed from DE200810026661 external-priority patent/DE102008026661B4/en
Application filed by Heinz Schnorpfeil Bau GmbH filed Critical Heinz Schnorpfeil Bau GmbH
Priority to PL11158516T priority Critical patent/PL2333160T3/en
Publication of EP2333160A1 publication Critical patent/EP2333160A1/en
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety 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
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/08Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/081Continuous 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
    • E01F15/083Continuous 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
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety 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
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/08Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/088Details of element connection

Definitions

  • the invention relates to a simulatorleit fitted with in the wall longitudinal direction successively arranged scaffoldleit respondedsabroughen such as concrete wall elements or Ortbetonmayn, which are interconnected or connectable at their ends by means of connecting devices, wherein the connecting means at least one tongue and groove connection with a substantially vertically extending insertion spring on a Front side of a scaffoldleiteries and adapted in position and dimensions of the plug-in insertion on a front side of an adjacent fixtureleit respondedsabterrorisms, wherein the plug-in groove in the associated Einsteckfeder is locked in its inserted position.
  • Traffic control devices can be constructed, for example, as traffic control walls composed of individual wall elements as prefabricated components, as are used, in particular, in construction sites on motorways or other heavily traveled roads. There, they are usually set up for a temporary period in order to delineate the spatially closely spaced lanes from each other and to ensure that even in the event of an accident, a vehicle can not get from one lane to the opposite lane.
  • connection of the wall elements with each other is important to ensure that in a lateral impact of a vehicle against the traffic control this does not break up laterally, but the traffic flows continue to reliably separate from each other and the crashed vehicle leads in the longitudinal direction of the wall.
  • the baffle in the Impact location laterally strongly offset, which is accompanied by a not to be underestimated threat to oncoming traffic or traffic on the other side of the traffic control wall.
  • walls are made of in-situ concrete increasingly for a permanent traffic route on motorways and other roads. All the different types of traffic control walls and security devices, which should ensure that an accident vehicle can not break out of the path of the traffic route laterally, but is guided substantially parallel to the road and held on this, are below in the context of the invention as be considered as falling within the term "traffic control” or "traffic control” section.
  • the EP 1 083 264 A1 describes a Betonleitwand, in the connecting means consist of arranged on the end faces of the wall elements hook strips which interlock in the assembled state of the wall elements to lock the wall elements together.
  • the design of the hook strips thereby causes an articulated connection of the wall elements with each other, so that the desired stiffness of the concrete wall with such connection means is not achievable.
  • the same problem also occurs in the case of EP 641 893 B1 known recountleitwand on, in which the wall elements are frontally provided with connecting rails with an undercut, in section approximately T-shaped groove and an I-profile is pushed from above into the opposite connecting rails of two adjoining wall elements to lock them together. Even with this type of connection is a comparatively great movement between the wall elements; Moreover, it has proved to be disadvantageous that an additional connecting part in the form of the I-profile carrier is required to connect the wall elements together
  • the US-A-6,464,865 shows a traffic control device according to the preamble of claim 1.
  • the hook recess has a curved or wedge-shaped inclined holding surface.
  • the wall elements In order to ensure the widest possible frontal contact of the interlocked wall elements here, it is possible between the facing end faces of the wall elements compensating elements, for example in the form of elastomer or geotextile buffers, rubber or plastic plates or the like. provided. With such compensating elements, the possibly arising problem can be met with a double fit, which in some cases can cause the end faces of the wall elements already abut against each other before the lowered wall element safely and completely stands up on the ground, thus practically hanging in the air.
  • the compensation elements - combined with sufficient air between the actual end faces of the wall elements - because of their elasticity ensure that each wall element always rests securely on the ground.
  • the tension band action generated by the hook-shaped or wedge-like, positive locking leads to an excellent rigidity of the connection produced, in particular also transversely to the longitudinal direction of the wall.
  • the arrangement can be made such that the Einstecknut and the insertion spring are formed directly fixed to the concrete wall elements by, for example, as steel profiles in the production of concrete wall elements, which are designed according to the invention, directly on the front sides with one or be cast.
  • the tongue and groove connecting means are arranged on a first, to be arranged on the first gaugeleiterie and fixable connector part and a second connector part, which is to be arranged on the second gagleit Schaubterrorism and fixable, the two Connector parts are then positively locked together by means of arranged at their mutually facing end faces plug-in spring and insertion.
  • first connector part and / or the second connector part is / are adapted to the shape of the respective fixtureleit Skets, for example by the first connector part and / or the second connector part as to the contour of the respectively associated first and / or second fixtureleit Skets adapted cover shoe is configured / are.
  • the cladding shoe adapted to the contour of the respective traffic control device section, for example an end wall element of a "mobile" wall section constructed of individual elements, positively surrounds or covers the respective traffic jam section at its front end and thus reliably inhibits joint mobility in the butt region to the other traffic jam section consisting of an in-situ concrete wall can exist.
  • the arrangement can be made such that the first connector part and / or the second connector part is designed as a fixed to the respective recountleit wornsabrough arranged or mountable hood made of sheet steel.
  • the one is formed by an in-situ concrete wall
  • the corresponding connector part is concreted at the front end of the Ortbetonwand in the manner of a lost formwork at this.
  • the concreted connector part can be formed as a solid terminal block, and it has proven to be particularly advantageous in practice to define this terminal block as a starting point for the in-situ concrete to be erected wall.
  • At least one of the two fixtureleitNSAbitese is formed by a wall element of a constructed of several wall elements mobile devisleitwand, it is useful if the respective connector part is lockable to the end-side wall element by means of this transversely interlocking locking bolt.
  • the Einstecknut or spring are - as already indicated - arranged in this design of the connector parts at the end faces or preferably integrally formed.
  • the guide device sections can be easily and quickly connected to one another simply by the wall element or the like having the insertion spring. is plugged with its insertion spring into the Einstecknut the adjacent wall element. This is done in principle in the invention from above.
  • the length of the insertion spring in the longitudinal direction of the wall and the depth of the Einstecknut are so large that a positive fit is not only ensured transverse to the wall longitudinal direction, but also a joint mobility, ie pivoting about an approximately vertical axis, at least largely prevented.
  • the lateral play that has the plug-in spring in the inserted state in the groove as small as possible and appropriate only so large that a trouble-free construction of the traffic control wall is made sure of the construction site.
  • the length of the insertion spring in the longitudinal direction of the wall may for example be greater than 5 cm, preferably even greater than 8 cm.
  • the tongue and groove joints preferably extend over at least three quarters of the height of the concrete wall elements. It is also possible that a plurality of tongue and groove joints are provided in parallel side by side on the end faces of the concrete wall elements, whereby the connection is particularly well stiffened.
  • the plug-in spring and the insertion can be provided with aligned in the inserted position transverse bores through which a locking bolt is pluggable.
  • a simple construction which may preferably be used in the manufacture of concrete precast wall elements, is when the push-in spring is disposed on a steel profile attached to the front face of the concrete wall element.
  • the steel profile can be poured and anchored, for example, on the front side of the concrete wall element in the concrete.
  • the insertion groove is formed by a cast-in on the front side of the concrete wall element groove profile.
  • the plug-in spring and / or the Einstecknut or these having connector parts may be connected to a reinforcement of the concrete wall element.
  • the reference numeral 10 designates the connection of a traffic control device section 12 consisting of a plurality of concrete wall elements 11 to a second traffic guidance device section 13 constructed in situ concrete.
  • traffic route section is to be understood as meaning guide wall areas or sections of any length, such as are erected along roads or carriageways, in order to create a lateral boundary for the traffic. It also need not be walls made of concrete or precast concrete, but it should also other control systems, such as steel such as transportable steel walls or guard rail systems are subsumed under this term, including any additional structures to such control systems, which are parallel to the actual Can guide elements for accident vehicles behind these built absorber designs.
  • the term “Verlowsleit wornsabterrorism” within the meaning of the invention in the simplest case, individual wall elements of a constructed from such traffic control wall, which are interconnected or are.
  • a connecting device 15 is provided for the connection in the connecting region 14 between the two wall sections, which consists essentially of two connector parts 16, 17, which at the end regions 18,19 of the two respective devisleit Anlagensabitese 12,13 are fixed.
  • the connector parts 16, 17 can be positively locked at their mutually facing end faces 20, 21 with locking means 22 arranged there.
  • the locking means 22 consist of tongue and groove connections with a substantially vertically extending insertion spring 23 on an end face 20 of the one connector part 16 and a in position and dimensions of the insertion spring 23 adapted insertion groove 24, located on the end face 21 of the adjacent connector part 17 is located.
  • the arrangement is such that the plug-in spring 23 in its inserted into the Einstecknut 24 position ( Fig.2 ) Is locked so that they can not inadvertently slide out of the groove in the finished state of the connection between the two scaffoldleit Anlagensabroughen at and after their construction.
  • the locking is effected on the one hand by a locking bolt 25 which is plugged through transverse bores 26 and 27, which are arranged on the insertion spring 23 and the insertion groove 24 so that they are aligned with each other in the inserted position of the insertion.
  • the insertion spring 23 is provided for locking in the Einstecknut 24 with a bottom open HakenausEnglishung 28, while the Einstecknut 24 has adapted to the HakenausEnglishung 28 latch member 29 which engages in the mounted state of the connecting device from below into the Hakenausnaturalung 28.
  • the support surface could of course be inclined wedge-shaped, in which case the latch member may consist of a simple, the insertion groove 24 transversely interspersed, for example cylindrical locking pin, in line contact with the obliquely to the vertical support surface retraction of the Spring causes in the groove when the wall elements are connected together.
  • the insertion spring 23 is formed by a projecting steel profile, which is welded to the end face 20 of the connector part 16 also made of steel.
  • This designed as a welded steel construction connector part 16 forms a Hüllschuh for the end wall element 11 of the section 12 by being adapted to the contour of the end-side concrete wall element 11 and this covered over about a third of its length.
  • the cover shoe with its two side walls which are adapted to the lateral wall surfaces of the end-side wall element 11 of the first wall section 12 and converge upward, contacts the wall element and covers it with an upper side wall Cover that connects the upper edges of the side walls.
  • the connector part 16 is fastened to the wall element 11 by means of fastening means 32 introduced transversely through its side walls, which can be threaded rods or bolts, for example, which are inserted through bores in the side walls and the wall element and secured with nuts.
  • fastening means 32 can also be heavy-duty anchors, which are firmly anchored in the wall part from both sides of the Hüllschuhs.
  • the insertion groove 24 is formed by a steel groove profile 33 on the end face 21 of the second connector part 17, wherein the width of the groove 24 is adapted to the thickness of the insertion spring 23, so that it substantially in the inserted state at least largely free of play in the groove surrounds.
  • the groove profile 24 may be connected to a longitudinal reinforcement in the concrete wall 13 to ensure a particularly firm connection with this.
  • a traffic control device according to the invention or traffic control wall can be constructed from prefabricated concrete wall elements, wherein the arrangement can be made so that the concrete wall elements are all configured the same and thus have at one end face a push-in spring and at its other end an insertion groove.
  • a traffic control device according to the invention or traffic control wall can be constructed from prefabricated concrete wall elements, wherein the arrangement can be made so that the concrete wall elements are all configured the same and thus have at one end face a push-in spring and at its other end an insertion groove.
  • Such an arrangement facilitates the replacement of individual wall elements from a completely constructed traffic control wall, if this should prove necessary, for example after an accident.
  • the concrete wall elements at their ends with more than one vertical tongue and groove connection, ie
  • the insertion springs and insertion grooves are provided on separate connector parts, for example in the form of Hüllschuhkonstrutationen described in connection with the preferred embodiment. They can also be embedded directly into the concrete, in particular in the case of wall elements produced as prefabricated concrete components, or welded to steel constructions.

Abstract

The method involves arranging a separating clutch (102) between an internal combustion engine (101) and an additional machine (103) e.g. electrical machine, and providing a crankshaft angle sensor for detecting an actual crankshaft angle of the engine. The clutch is opened or is already open when a high-voltage battery is in a discharged state. The machine is accelerated. The clutch is closed after completion of the acceleration process of the machine such that the engine is accelerated. The engine is started by direct start as soon as the sensor provides a favorable crankshaft angle. An independent claim is also included for a device for starting an internal combustion engine of a hybrid drive train.

Description

Die Erfindung betrifft eine Verkehrsleiteinrichtung mit in Wandlängsrichtung hintereinander angeordneten Verkehrsleiteinrichtungsabschnitten wie beispielsweise Betonwandelementen oder Ortbetonwänden, die an ihren Stirnseiten mittels Verbindungseinrichtungen untereinander verbunden bzw. verbindbar sind, wobei die Verbindungseinrichtung mindestens eine Nut-Feder-Verbindung mit einer sich im Wesentlichen vertikal erstreckenden Einsteckfeder an einer Stirnseite eines Verkehrsleiteinrichtungsabschnitts und einer in Lage und Abmessungen an die Einsteckfeder angepassten Einstecknut an einer Stirnseite eines angrenzenden Verkehrsleiteinrichtungsabschnitts aufweist, wobei die in die zugehörige Einstecknut einfassende Einsteckfeder in ihrer eingesteckten Lage verriegelbar ist.The invention relates to a Verkehrsleiteinrichtung with in the wall longitudinal direction successively arranged Verkehrsleiteinrichtungsabschnitten such as concrete wall elements or Ortbetonwänden, which are interconnected or connectable at their ends by means of connecting devices, wherein the connecting means at least one tongue and groove connection with a substantially vertically extending insertion spring on a Front side of a Verkehrsleiteinrichtungsabschnitts and adapted in position and dimensions of the plug-in insertion on a front side of an adjacent Verkehrsleiteinrichtungsabschnitts, wherein the plug-in groove in the associated Einsteckfeder is locked in its inserted position.

Verkehrsleiteinrichtungen können beispielsweise als aus einzelnen Wandelementen als Fertigbauteilen zusammengesetzte Verkehrsleitwände aufgebaut sein, wie sie insbesondere im Baustellenbereich auf Autobahnen oder anderen stark befahrenen Straßen Verwendung finden. Dort werden sie meist für einen vorübergehenden Zeitraum aufgebaut, um die räumlich dicht nebeneinander verlaufenden Fahrbahnen voneinander abzugrenzen und dafür Sorge zu tragen, dass auch im Fall eines Unfalls ein Fahrzeug von einer Fahrbahn nicht auf die Gegenfahrbahn gelangen kann.Traffic control devices can be constructed, for example, as traffic control walls composed of individual wall elements as prefabricated components, as are used, in particular, in construction sites on motorways or other heavily traveled roads. There, they are usually set up for a temporary period in order to delineate the spatially closely spaced lanes from each other and to ensure that even in the event of an accident, a vehicle can not get from one lane to the opposite lane.

Für solche temporär aufgestellten Verkehrsleitwände kommen meistens massive Betonwandelemente zum Einsatz, die einen verbreiterten Fuß zur Gewährleistung einer ausreichend breiten Aufstandsfläche haben und sich zu ihrem Kopfbereich hin verjüngen. An ihren Stirnseiten sind die Wandelemente mit Verbindungseinrichtungen versehen, so dass je zwei aufeinanderfolgende Wandelemente aneinandergekoppelt werden können und die Verkehrleitwand somit eine lange Kette mit den Wandelementen als Kettengliedern bildet.For such temporary erected traffic control walls are usually solid concrete wall elements are used, which have a widened foot to ensure a sufficiently wide footprint and tapering towards her head area. At their end faces, the wall elements are provided with connecting means, so that each two successive wall elements are coupled together can and the traffic control wall thus forms a long chain with the wall elements as chain links.

Die Verbindung der Wandelemente untereinander ist wichtig, um sicherzustellen, dass bei einem seitlichen Anprall eines Fahrzeuges gegen die Verkehrsleitwand diese nicht seitlich aufbricht, sondern die Verkehrsströme weiterhin zuverlässig voneinander trennt und das verunfallte Fahrzeug in Längsrichtung der Wand führt. Trotz des hohen Gewichts der auf der Fahrbahn oder dgl. aufgestellten und untereinander verbundenen Wandelemente kann es aber bei einem Unfall, insbesondere mit einem schweren Fahrzeug, bei einem großen Anprallwinkel und/oder hoher Geschwindigkeit des verunfallenden Fahrzeuges dazu kommen, dass die Leitwand im Bereich des Anprallortes seitlich stark versetzt wird, womit eine nicht zu unterschätzende Gefährdung des Gegenverkehrs bzw. des Verkehrs auf der anderen Seite der Verkehrsleitwand einhergeht. Dies ist darauf zurückzuführen, dass die bekannten Verkehrsleitwände, deren Wandelemente kettengliedartig und somit in einem vergleichsweise großen Winkelbereich gelenkig miteinander verbunden sind, aufgrund dieser Gestaltung in ihrer Längsrichtung eine vergleichsweise geringe Steifigkeit aufweisen.The connection of the wall elements with each other is important to ensure that in a lateral impact of a vehicle against the traffic control this does not break up laterally, but the traffic flows continue to reliably separate from each other and the crashed vehicle leads in the longitudinal direction of the wall. Despite the high weight of the mounted on the roadway or the like. And interconnected wall elements but it can happen in an accident, especially with a heavy vehicle at a large impact angle and / or high speed of the accident vehicle to the fact that the baffle in the Impact location laterally strongly offset, which is accompanied by a not to be underestimated threat to oncoming traffic or traffic on the other side of the traffic control wall. This is due to the fact that the known Verkehrsleitwände whose wall elements are chain link-like and thus articulated to each other in a relatively large angular range, due to this design in their longitudinal direction have a comparatively low rigidity.

Neben derartigen aus Betonfertigteilen errichteten Verkehrsleiteinrichtungen gibt es aber auch andere Sicherungssysteme, beispielsweise Wände, die aus Stahlbauteilen errichtet werden einschließlich der "klassischen" Leitplankenkonstruktionen, bei denen horizontal verlaufende Profilschienen aus Stahl an im Boden verankerten, vertikalen Haltepfosten angeschlagen sind.In addition to such built of precast concrete traffic control systems, there are also other security systems, such as walls, which are built of steel components including the "classic" guard rail constructions in which horizontal profile rails made of steel are posted to ground anchored in the vertical support post.

Um im Verbindungsbereich zweier Wandelemente die seitliche Auslenkung der Leitwand im Fall des Anpralls eines Fahrzeuges möglichst gering zu halten, ist vorgeschlagen worden, je zwei aneinander angrenzende Wandelemente formschlüssig miteinander zu verriegeln, indem an der Unterseite der Wandelemente eine in Wandlängsrichtung verlaufende Nut vorgesehen wird, in die ein auf der Fahrbahn zuvor angeordnetes Stahlprofil federartig einfasst und hierdurch eine Gelenkbeweglichkeit zwischen den beiden miteinander verbundenen Wandelementen unterbindet ( WO 2007/051 219 ). Diese Anordnung hat aber den Nachteil, dass ein zusätzliches Bauelement, nämlich das Stahlprofilelement, als Verbindungsteil vorgesehen werden muss, das dann bei der Montage der Wand zunächst lagegenau auf der Fahrbahn abgelegt werden muss, um anschließend die Wandelemente darüber aufstellen zu können. Es muss auch mit verhältnismäßig aufwendigen Mitteln dafür Sorge getragen werden, dann sich die Wandelemente auch im Falle eines Unfalls nicht von dem Verbindungselement abheben und hierdurch aus der formschlüssigen Verriegelung lösen lassen, denn sonst geht die Verkehrsleitwand an dieser Verbindungsstelle auf mit der hiermit verbundenen Gefährdung des Verkehrs.In order to keep the lateral deflection of the baffle in the connection region of two wall elements as small as possible in the event of a vehicle crash, it has been proposed to lock each two adjoining wall elements in a form-fitting manner by providing a groove running in the wall longitudinal direction on the underside of the wall elements which engages a previously arranged on the roadway steel profile spring-like and thereby prevents joint mobility between the two interconnected wall elements ( WO 2007/051 219 ). But this arrangement has the disadvantage that an additional component, namely the steel profile element, must be provided as a connecting part, which must then be placed in the assembly of the wall first accurate position on the road to then set up the wall elements can. It must be worn with relatively complex means to ensure, then the wall elements in the event of an accident does not stand out from the connecting element and thereby release from the positive locking, because otherwise the traffic control wall at this junction with the associated risk of traffic.

Neben aus einzelnen Fertigelementen bestehenden Verkehrsleitwänden, die oft nur für einen vorübergehenden Zeitraum aufgestellt werden, werden für eine permanente Verkehrswegbegrenzung an Autobahnen und anderen Straßen in zunehmendem Maße Wände aus Ortbeton errichtet. All die verschiedenen Bauformen von Verkehrsleitwänden und -sicherungseinrichtungen, die dafür Sorge tragen sollen, dass ein verunfallendes Fahrzeug nicht aus der Trassenführung des Verkehrswegs seitlich ausbrechen kann, sondern im wesentlichen parallel zur Straße geführt und auf dieser gehalten wird, sollen nachfolgend im Sinne der Erfindung als unter den Begriff "Verkehrsleiteinrichtung" oder "Verkehrsleiteinrichtungsabschnitt" fallend angesehen werden.In addition to consisting of individual prefabricated elements Verkehrsleitwänden, which are often set up only for a temporary period, walls are made of in-situ concrete increasingly for a permanent traffic route on motorways and other roads. All the different types of traffic control walls and security devices, which should ensure that an accident vehicle can not break out of the path of the traffic route laterally, but is guided substantially parallel to the road and held on this, are below in the context of the invention as be considered as falling within the term "traffic control" or "traffic control" section.

Die EP 1 083 264 A1 beschreibt eine Betonleitwand , bei der Verbindungseinrichtungen aus an den Stirnseiten der Wandelemente angeordneten Hakenleisten bestehen, die im montierten Zustand der Wandelemente ineinander fassen, um die Wandelemente miteinander zu verriegeln. Die Ausgestaltung der Hakenleisten bewirkt dabei eine gelenkige Verbindung der Wandelemente untereinander, so dass die erwünschte Steifigkeit der Betonleitwand mit solchen Verbindungseinrichtungen nicht erreichbar ist. Dasselbe Problem tritt auch bei der aus der EP 641 893 B1 bekannten Verkehrsleitwand auf, bei der die Wandelemente stirnseitig mit Verbindungsschienen mit einer hinterschnittenen, im Schnitt etwa T-förmigen Nut versehen sind und ein I-Profil von oben in die einander gegenüberliegenden Verbindungschienen zweier aneinander angrenzenden Wandelemente zu deren Verriegelung miteinander geschoben ist. Auch bei dieser Verbindungsart besteht ein vergleichsweise großes Bewegungsspiel zwischen den Wandelementen; darüber hinaus hat es sich als nachteilig erwiesen, dass ein zusätzliches Verbindungsteil in Form des I-Profilträgers erforderlich ist, um die Wandelemente miteinander zu verbindenThe EP 1 083 264 A1 describes a Betonleitwand, in the connecting means consist of arranged on the end faces of the wall elements hook strips which interlock in the assembled state of the wall elements to lock the wall elements together. The design of the hook strips thereby causes an articulated connection of the wall elements with each other, so that the desired stiffness of the concrete wall with such connection means is not achievable. The same problem also occurs in the case of EP 641 893 B1 known Verkehrsleitwand on, in which the wall elements are frontally provided with connecting rails with an undercut, in section approximately T-shaped groove and an I-profile is pushed from above into the opposite connecting rails of two adjoining wall elements to lock them together. Even with this type of connection is a comparatively great movement between the wall elements; Moreover, it has proved to be disadvantageous that an additional connecting part in the form of the I-profile carrier is required to connect the wall elements together

Insbesondere in der Bauphase einer Autobahn oder einer anderen Straße kommt es zu Situationen, in denen Verkehrsleiteinrichtungsabschnitte verschiedener Bauformen aneinander angrenzen, beispielsweise ortsfest in Ortbeton errichtete Verkehrsleitwände und flexibel aufstellbare Wandabschnitte aus Fertigteilen. Der Anschluss eines ersten Verkehrsleiteinrichtungsabschnitts an einem Verkehrsleiteinrichtungsabschnitt, insbesondere die Verbindung von Verkehrsleiteinrichtungsabschnitten unterschiedlicher Bauart wie beispielsweise eines aus Fertigwandelementen errichteten Wandabschnitts an einer ortfesten Wand aus Ortbeton, ist bislang nicht zufriedenstellend gelöst und die Erfindung hat es sich zur Aufgabe gemacht, eine weitgehend universell einsetzbare Verbindungsvorrichtung zu schaffen, die einen sicheren Anschluss zwischen zwei Wandelementen oder Verkehrsleiteinrichtungsabschnitten insbesondere auch solcher unterschiedlicher Bauart schafft, wobei die Verbindung einfach und schnell herstellbar und eine Beweglichkeit der Wandelemente bzw. Wandabschnitte relativ zueinander weitestgehend unterbunden sein soll.In particular, in the construction phase of a highway or other road, there are situations in which adjoin Verkehrsleiteinrichtungsabschnitte different types together, for example, fixed in situ concrete traffic control walls and flexibly deployable wall sections of precast. The connection of a first traffic control device section to a traffic control device section, in particular the connection of Verkehrsleiteinrichtungsabschnitten different types such as a built of prefabricated wall panels wall portion on a stationary wall of in-situ concrete, has not been satisfactorily solved and the invention has set itself the task of a largely universally applicable connection device to provide that creates a secure connection between two wall elements or Verkehrsleiteinrichtungsabschnitten especially those of different types, the connection should be easy and fast to produce and a mobility of the wall elements or wall sections relative to each other should be largely prevented.

Die US-A-6 464 865 zeigt eine Verkehrsleiteinrichtung gemäß dem Oberbegriff des Anspruchs 1.The US-A-6,464,865 shows a traffic control device according to the preamble of claim 1.

Die oben genannte Aufgabe wird mit der Erfindung dadurch gelöst, dass die Hakenausnehmung eine gebogene oder keilförmig geneigte Haltefläche aufweist. Beim Aufstellen der Verkehrsleiteinrichtung wird das eine Verkehrsleiteinrichtungselement dann von oben entlang der Stirnseite des angrenzenden Elements so abgelassen, dass die Einsteckfeder in die Einstecknut einfasst und die Hakenausnehmung in Eingriff mit dem Riegelteil kommt und die beiden Wandelemente hierdurch miteinander verriegelt. Durch die gebogene oder keilförmige Haltefläche wird dabei die vertikale Absenkbewegung des einen Wandelements in eine Längsbewegung umgesetzt, d.h. die Wandelemente bewegen sich in Wandlängsrichtung aufeinander zu, zweckmäßig bis ihre Stirnseiten aneinander stoßen. Um hier einen möglichst großflächigen stirnseitigen Kontakt der miteinander verriegelten Wandelemente zu gewährleisten, ist es möglich, zwischen den einander zugewandten Stirnseiten der Wandelemente Ausgleichselemente, beispielsweise in Form von Elastomer- oder Geotextilpuffern, Gummi-oder Kunststoffplatten o.dgl. vorzusehen. Mit derartigen Ausgleichselementen kann auch der möglicherweise entstehenden Problematik eine Doppelpassung begegnet werden, die in Einzelfällen dazu führen kann, das die Stirnseiten der Wandelemente schon fest aneinander stoßen, bevor das abgesenkte Wandelement sicher und vollständig am Boden aufsteht, somit also praktisch in der Luft hängt. Hier sorgen die Ausgleichselemente - verbunden mit ausreichend Luft zwischen den eigentlichen Stirnseiten der Wandelemente - aufgrund ihrer Elastizität dafür, dass jedes Wandelement immer sicher auf dem Untergrund aufsteht. Die durch die haken- oder keilartige, formschlüssige Verriegelung erzeugte Zugbandwirkung führt zu einer hervorragenden Steifigkeit der erzeugten Verbindung insbesondere auch quer zur Wandlängsrichtung.The above object is achieved with the invention in that the hook recess has a curved or wedge-shaped inclined holding surface. When setting up the traffic control device, the one Verkehrsleiteinrichtungselement is then drained from above along the end face of the adjacent element so that the insertion engages in the Einstecknut and the Hakenausnehmung comes into engagement with the latch member and the two wall elements thereby locked together. By the curved or wedge-shaped holding surface is doing the vertical lowering movement of the one Wall element implemented in a longitudinal movement, ie the wall elements move in the wall longitudinal direction towards each other, expediently until their end faces abut each other. In order to ensure the widest possible frontal contact of the interlocked wall elements here, it is possible between the facing end faces of the wall elements compensating elements, for example in the form of elastomer or geotextile buffers, rubber or plastic plates or the like. provided. With such compensating elements, the possibly arising problem can be met with a double fit, which in some cases can cause the end faces of the wall elements already abut against each other before the lowered wall element safely and completely stands up on the ground, thus practically hanging in the air. Here, the compensation elements - combined with sufficient air between the actual end faces of the wall elements - because of their elasticity ensure that each wall element always rests securely on the ground. The tension band action generated by the hook-shaped or wedge-like, positive locking leads to an excellent rigidity of the connection produced, in particular also transversely to the longitudinal direction of the wall.

Die Anordnung kann so getroffen sein, dass die Einstecknut und die Einsteckfeder direkt fest an den Betonwandelementen ausgebildet sind, indem sie beispielsweise als Stahlprofile bei der Produktion von Betonwandelementen, die erfindungsgemäß ausgestaltet werden, unmittelbar an deren Stirnseiten mit ein- bzw. angegossen werden. Als besonders vorteilhaft hat es sich für viele Anwendungsfälle jedoch erwiesen, wenn die Nut und Feder aufweisenden Verbindungseinrichtungen an einem ersten, am ersten Verkehrsleiteinrichtungsabschnitt anzuordnenden und festlegbaren Verbinderteil und einem zweiten Verbinderteil angeordnet sind, das an dem zweiten Verkehrsleiteinrichtungsabschnitt anzuordnen und festlegbar ist, wobei die beiden Verbinderteile dann miteinander mittels der an ihren zueinander weisenden Stirnseiten angeordneten Einsteckfeder und Einstecknut formschlüssig verriegelbar sind. Die Verwendung derartiger Verbinderteile gestattet es in besonders einfacher Weise, auch bestehende Leitwandabschnitte, beispielsweise eine schon errichtete Ortbetonwand, an einen folgenden Wandabschnitt anzuschließen. Hierzu ist es besonders vorteilhaft, wenn das erste Verbinderteil und/oder das zweite Verbinderteil an die Form des jeweiligen Verkehrsleiteinrichtungsabschnitts angepasst ist/sind, beispielsweise indem das erste Verbinderteil und/oder das zweite Verbinderteil als an die Kontur des jeweils zugehörigen ersten und/oder zweiten Verkehrsleiteinrichtungsabschnitts angepasster Hüllschuh ausgestaltet ist/sind.The arrangement can be made such that the Einstecknut and the insertion spring are formed directly fixed to the concrete wall elements by, for example, as steel profiles in the production of concrete wall elements, which are designed according to the invention, directly on the front sides with one or be cast. However, it has proven to be particularly advantageous for many applications when the tongue and groove connecting means are arranged on a first, to be arranged on the first Verkehrsleiteinrichtungsabschnitt and fixable connector part and a second connector part, which is to be arranged on the second Verkehrsleiteinrichtungsabschnitt and fixable, the two Connector parts are then positively locked together by means of arranged at their mutually facing end faces plug-in spring and insertion. The use of such connector parts makes it possible, in a particularly simple manner, also existing guide wall sections, For example, an already built Ortbetonwand to connect to a subsequent wall section. For this purpose, it is particularly advantageous when the first connector part and / or the second connector part is / are adapted to the shape of the respective Verkehrsleiteinrichtungsabschnitts, for example by the first connector part and / or the second connector part as to the contour of the respectively associated first and / or second Verkehrsleiteinrichtungsabschnitts adapted cover shoe is configured / are.

Der an die Kontur des jeweiligen Verkehrsleiteinrichtungsabschnitts, beispielsweise eines endseitigen Wandelements eines aus Einzelelementen aufgebauten "mobilen" Wandabschnitts, angepasste Hüllschuh umfasst oder überfasst den jeweiligen Verkehrsleiteinrichtungsabschnitt an seinem stirnseitigen Ende formschlüssig und unterbindet somit zuverlässig eine Gelenkbeweglichkeit im Stoßbereich zum anderen Verkehrsleiteinrichtungsabschnitt, der aus einer Ortbetonwand bestehen kann. Die Anordnung kann so getroffen sein, dass das erste Verbinderteil und/oder das zweite Verbinderteil als fest am jeweiligen Verkehrsleiteinrichtungsabschnitt angeordnete oder montierbare Haube aus Stahlblech ausgestaltet ist. Wenn der eine Verkehrsleiteinrichtungsabschnitt von einer Ortbetonwand gebildet wird, ist es in vorteilhafter Weise möglich, dass das entsprechende Verbinderteil am stirnseitigen Ende der Ortbetonwand nach Art einer verlorenen Schalung an dieser anbetoniert ist. Das anbetonierte Verbinderteil kann dabei als massiver Anschlussblock ausgebildet sein, wobei es sich in der Praxis als besonders vorteilhaft erwiesen hat, diesen Anschlussblock als Startpunkt für die in Ortbeton zu errichtende Wand zu definieren.The cladding shoe adapted to the contour of the respective traffic control device section, for example an end wall element of a "mobile" wall section constructed of individual elements, positively surrounds or covers the respective traffic jam section at its front end and thus reliably inhibits joint mobility in the butt region to the other traffic jam section consisting of an in-situ concrete wall can exist. The arrangement can be made such that the first connector part and / or the second connector part is designed as a fixed to the respective Verkehrsleiteinrichtungsabschnitt arranged or mountable hood made of sheet steel. If the one Verkehrsleiteinrichtungsabschnitt is formed by an in-situ concrete wall, it is advantageously possible that the corresponding connector part is concreted at the front end of the Ortbetonwand in the manner of a lost formwork at this. The concreted connector part can be formed as a solid terminal block, and it has proven to be particularly advantageous in practice to define this terminal block as a starting point for the in-situ concrete to be erected wall.

Wenn wenigstens der eine der beiden Verkehrsleiteinrichtungsabschnitte von einem Wandelement einer aus mehreren Wandelementen errichteten mobilen Verkehrsleitwand gebildet wird, ist es zweckmäßig, wenn das jeweilige Verbinderteil an dem endseitigen Wandelement mittels dieses quer durchsetzenden Verriegelungsbolzen arretierbar ist. Die Einstecknut bzw. -feder sind - wie bereits angedeutet - bei dieser Gestaltung der Verbinderteile an deren Stirnseiten angeordnet bzw. bevorzugt einstückig ausgeformt.If at least one of the two Verkehrsleiteinrichtungsabschnitte is formed by a wall element of a constructed of several wall elements mobile Verkehrsleitwand, it is useful if the respective connector part is lockable to the end-side wall element by means of this transversely interlocking locking bolt. The Einstecknut or spring are - as already indicated - arranged in this design of the connector parts at the end faces or preferably integrally formed.

Mit der erfindungsgemäßen Nut-Feder-Verbindung, bei der sich die Einstecknut und die Einsteckfeder in Vertikalrichtung erstrecken, lassen sich die Leiteinrichtungsabschnitte einfach und schnell miteinander verbinden, indem einfach das die Einsteckfeder aufweisende Wandelement o.dgl. mit seiner Einsteckfeder in die Einstecknut das angrenzenden Wandelements angesteckt wird. Dies geschieht bei der Erfindung grundsätzlich von oben. Die Länge der Einsteckfeder in Längsrichtung der Wand und die Tiefe der Einstecknut sind dabei so groß, das eine formschlüssige Passung nicht nur quer zur Wandlängsrichtung sichergestellt ist, sondern auch eine Gelenkbeweglichkeit, also ein Verschwenken um eine etwa vertikale Achse, jedenfalls weitgehend unterbunden wird. Demgemäß ist auch das seitliche Spiel, das die Einsteckfeder im eingesteckten Zustand in der Nut hat, möglichst gering und zweckmäßig nur so groß, das ein problemloser Aufbau der Verkehrsleitwand an der Baustelle sicher gestellt ist. Die Länge der Einsteckfeder in Längsrichtung der Wand kann beispielsweise größer als 5 cm, vorzugsweise sogar größer als 8 cm bemessen sein.With the tongue and groove connection according to the invention, in which the insertion groove and the insertion spring extend in the vertical direction, the guide device sections can be easily and quickly connected to one another simply by the wall element or the like having the insertion spring. is plugged with its insertion spring into the Einstecknut the adjacent wall element. This is done in principle in the invention from above. The length of the insertion spring in the longitudinal direction of the wall and the depth of the Einstecknut are so large that a positive fit is not only ensured transverse to the wall longitudinal direction, but also a joint mobility, ie pivoting about an approximately vertical axis, at least largely prevented. Accordingly, the lateral play that has the plug-in spring in the inserted state in the groove, as small as possible and appropriate only so large that a trouble-free construction of the traffic control wall is made sure of the construction site. The length of the insertion spring in the longitudinal direction of the wall may for example be greater than 5 cm, preferably even greater than 8 cm.

Um eine besonders sichere Verbindung der Wandelemente untereinander zu gewährleisten, erstrecken sich die Nut-Feder-Verbindungen vorzugsweise über mindestens drei Viertel der Höhe der Betonwandelemente. Es ist auch möglich, dass mehrere Nut-Feder-Verbindungen parallel nebeneinander an den Stirnseiten der Betonwandelemente vorgesehen sind, wodurch die Verbindung besonders gut ausgesteift ist.In order to ensure a particularly secure connection of the wall elements with each other, the tongue and groove joints preferably extend over at least three quarters of the height of the concrete wall elements. It is also possible that a plurality of tongue and groove joints are provided in parallel side by side on the end faces of the concrete wall elements, whereby the connection is particularly well stiffened.

Um die Verriegelung der Einsteckfeder in der Einstecknut zu gewährleisten, können die Einsteckfeder und die Einstecknut mit in der eingesteckten Lage miteinander fluchtenden Querbohrungen versehen sein, durch die ein Riegelbolzen steckbar ist.In order to ensure the locking of the insertion spring in the insertion, the plug-in spring and the insertion can be provided with aligned in the inserted position transverse bores through which a locking bolt is pluggable.

Eine einfache Konstruktion, die vorzugsweise bei der Herstellung von Beton-Fertigteilwandelementen zum Einsatz kommen kann, ist es, wenn die Einsteckfeder an einem Stahlprofil angeordnet ist, das an der Stirnseite des Betonwandelements befestigt ist. Das Stahlprofil kann zum Beispiel an der Stirnseite des Betonwandelements im Beton eingegossen und verankert sein. In ähnlicher Weise ist es möglich, dass die Einstecknut von einem an der Stirnseite des Betonwandelements eingegossenen Nutprofil gebildet wird. Um die zwischen den Wandelementen über deren Verbindungselemente übertragenen Längs- und Querkräfte und Momente gut absetzen zu können, können die Einsteckfeder und/oder die Einstecknut bzw. die diese aufweisenden Verbinderteile an einer Bewehrung des Betonwandelements angeschlossen sein.A simple construction, which may preferably be used in the manufacture of concrete precast wall elements, is when the push-in spring is disposed on a steel profile attached to the front face of the concrete wall element. The steel profile can be poured and anchored, for example, on the front side of the concrete wall element in the concrete. Similarly, it is possible that the insertion groove is formed by a cast-in on the front side of the concrete wall element groove profile. In order to settle the transferred between the wall elements via the connecting elements longitudinal and transverse forces and moments well, the plug-in spring and / or the Einstecknut or these having connector parts may be connected to a reinforcement of the concrete wall element.

Weitere Merkmale und Vorteile der Erfindung ergeben sich aus der nachfolgenden Zeichnung und Beschreibung, worin eine bevorzugte Ausführungsform der Erfindung an einem Beispiel näher erläutert wird. Es zeigt:

Fig. 1
eine Verkehrsleitwand im Übergangsbereich zwischen einem in Ortbeton errichteten Verkehrsleiteinrichtungsabschnitt und einem daran anzuschließenden Verkehrsleiteinrichtungsabschnitt aus einzelnen Wandelementen in perspektivischer, teilweise geschnittener Darstellung;
Fig. 2
den Gegenstand gemäß Fig. 1 im teilmontierten Zustand und teilweise im Schnitt; und
Fig. 3
eine Einzelheit III der Verkehrsleitwand nach Fig.2 in vergrößerter Darstellung.
Further features and advantages of the invention will become apparent from the following drawings and description, wherein a preferred embodiment of the invention will be explained in more detail by way of example. It shows:
Fig. 1
a Verkehrsleitwand in the transition region between an in-situ concrete Verkehrsleiteinrichtungsabschnitt and a to be connected Verkehrsleiteinrichtungsabschnitt of individual wall elements in perspective, partially sectioned view;
Fig. 2
the object according to Fig. 1 partially assembled and partly in section; and
Fig. 3
a detail III of the traffic control wall after Fig.2 in an enlarged view.

In den Zeichnungen ist mit 10 der Anschluss eines aus mehreren Beton-Wandelementen 11 bestehenden Verkehrsleiteinrichtungsabschnitts 12 an einem zweiten, in Ortbeton errichteten Verkehrsleiteinrichtungsabschnitt 13 bezeichnet. Als "Verkehrsleiteinrichtungsabschnitt" im Sinne der Erfindung sollen Leitwandbereiche oder - strecken beliebiger Länge verstanden werden, wie sie entlang von Straßen oder Fahrbahnen errichtet werden, um eine seitliche Begrenzung für den Verkehr zu schaffen. Dabei muss es sich auch nicht um Wände aus Beton oder Betonfertigteilen handeln, sondern es sollen auch andere Leitsysteme, beispielsweise solche aus Stahl wie z.B. transportable Stahlwände oder Leitplankensysteme unter diesen Begriff subsumiert werden, einschließlich etwaiger Zusatzkonstruktionen zu solchen Leitsystemen, bei denen es sich um parallel zu den eigentlichen Leitelementen für verunfallende Fahrzeuge hinter diesen errichtete Absorberkonstruktionen handeln kann. Auch erfasst der Begriff "Verkehrsleiteinrichtungsabschnitt" im Sinne der Erfindung im einfachsten Fall einzelne Wandelemente einer aus solchen errichteten Verkehrsleitwand, die untereinander verbunden werden bzw. sind.In the drawings the reference numeral 10 designates the connection of a traffic control device section 12 consisting of a plurality of concrete wall elements 11 to a second traffic guidance device section 13 constructed in situ concrete. For the purpose of the invention, the term "traffic route section" is to be understood as meaning guide wall areas or sections of any length, such as are erected along roads or carriageways, in order to create a lateral boundary for the traffic. It also need not be walls made of concrete or precast concrete, but it should also other control systems, such as steel such as transportable steel walls or guard rail systems are subsumed under this term, including any additional structures to such control systems, which are parallel to the actual Can guide elements for accident vehicles behind these built absorber designs. Also, the term "Verkehrsleiteinrichtungsabschnitt" within the meaning of the invention in the simplest case, individual wall elements of a constructed from such traffic control wall, which are interconnected or are.

Um einen sicheren Übergang zwischen den beiden Verkehrsleiteinrichtungsabschnitten 12, 13 zu schaffen, ist für den Anschluss im Verbindungsbereich 14 zwischen den beiden Wandabschnitten eine Verbindungsvorrichtung 15 vorgesehen, die im Wesentlichen aus zwei Verbinderteilen 16, 17 besteht, die an den Endbereichen 18,19 der beiden jeweiligen Verkehrsleiteinrichtungsabschnitte 12,13 fest angeordnet sind. Untereinander sind die Verbinderteile 16, 17 an ihren zueinander weisenden Stirnseiten 20,21 mit dort angeordneten Verriegelungsmitteln 22 formschlüssig verriegelbar. Die Verriegelungsmittel 22 bestehen aus Nut-Feder-Verbindungen mit einer sich im Wesentlichen vertikal erstreckenden Einsteckfeder 23 an einer Stirnseite 20 des einen Verbinderteils 16 und einer in Lage und Abmessungen an die Einsteckfeder 23 angepassten Einstecknut 24, die sich an der Stirnseite 21 des angrenzenden Verbinderteils 17 befindet. Dabei ist die Anordnung so getroffen, dass die Einsteckfeder 23 in ihrer in die Einstecknut 24 eingesteckten Lage (Fig.2) verriegelbar ist, so dass sie im fertig gestellten Zustand des Anschlusses zwischen den beiden Verkehrsleiteinrichtungsabschnitten bei und nach deren Aufbau nicht unbeabsichtigt aus der Nut wieder herausgleiten kann.In order to provide a secure transition between the two traffic jam sections 12, 13, a connecting device 15 is provided for the connection in the connecting region 14 between the two wall sections, which consists essentially of two connector parts 16, 17, which at the end regions 18,19 of the two respective Verkehrsleiteinrichtungsabschnitte 12,13 are fixed. One behind the other, the connector parts 16, 17 can be positively locked at their mutually facing end faces 20, 21 with locking means 22 arranged there. The locking means 22 consist of tongue and groove connections with a substantially vertically extending insertion spring 23 on an end face 20 of the one connector part 16 and a in position and dimensions of the insertion spring 23 adapted insertion groove 24, located on the end face 21 of the adjacent connector part 17 is located. In this case, the arrangement is such that the plug-in spring 23 in its inserted into the Einstecknut 24 position ( Fig.2 ) Is locked so that they can not inadvertently slide out of the groove in the finished state of the connection between the two Verkehrsleiteinrichtungsabschnitten at and after their construction.

Die Verriegelung wird bewirkt zum einen durch einen Riegelbolzen 25, der durch Querbohrungen 26 und 27 steckbar ist, die an der Einsteckfeder 23 und der Einstecknut 24 so angeordnet sind, dass sie in der eingesteckten Lage der Einsteckfeder miteinander fluchten. Zum anderen ist die Einsteckfeder 23 zur Verriegelung in der Einstecknut 24 mit einer unten offenen Hakenausnehmung 28 versehen, während die Einstecknut 24 ein an die Hakenausnehmung 28 angepasstes Riegelteil 29 aufweist, das im montierten Zustand der Verbindungsvorrichtung von unten in die Hakenausnehmung 28 einfasst.The locking is effected on the one hand by a locking bolt 25 which is plugged through transverse bores 26 and 27, which are arranged on the insertion spring 23 and the insertion groove 24 so that they are aligned with each other in the inserted position of the insertion. On the other hand, the insertion spring 23 is provided for locking in the Einstecknut 24 with a bottom open Hakenausnehmung 28, while the Einstecknut 24 has adapted to the Hakenausnehmung 28 latch member 29 which engages in the mounted state of the connecting device from below into the Hakenausnehmung 28.

Aus Fig.3 kann man am Besten erkennen, dass die Hakenausnehmung 28 eine gebogene Haltefläche 30 aufweist und dass das Riegelteil 29 an diese gebogene Form der Hakenausnehmung viertelkreisförmig angepasst ist, so dass sich das mit der Einsteckfeder 23 versehene Verbinderteil 16 aufgrund des hohen Eigengewichts des Betonwandelements 11, an dem es fest angeschlossen ist, weitgehend von selbst mit seiner Stirnseite 20 gegen die Stirnseite 21 des die Einstecknut 24 aufweisenden Verbinderteils 17 an der Ortbetonwand 13 heranzieht. Hierdurch wird also sichergestellt, dass die Einsteckfeder 23 möglichst tief in die Einstecknut 24 einfasst. Anstelle der etwa kreissegmentförmigen Ausgestaltung könnte die Haltefläche natürlich auch keilförmig geneigt sein, wobei in diesem Fall das Riegelteil auch aus einem einfachen, die Einstecknut 24 quer durchsetzenden, beispielsweise zylindrischen Riegelzapfen bestehen kann, der in Linienberührung mit der schräg zur Vertikalen verlaufenden Haltfläche ein Hereinziehen der Feder in die Nut bewirkt, wenn die Wandelemente miteinander verbunden werden. Die hierdurch erreichte Zugbandwirkung, d.h. die über die Stirnwände der Verkehrsleiteinrichtungsabschnitte übertragenen, inneren Zugkräfte in Längsrichtung der Wand, bewirken eine ausgezeichnete Steifigkeit der Verbindung auch in ihrer Querrichtung, so dass ein verunfallendes, gegen die Wand anprallendes Fahrzeug nicht dazu führt, dass die Wand infolge der Anprallkräfte quer versetzt wird, sondern vielmehr die Belastung quer zur Längsrichtung der Wand in eine erhöhte Zugspannung in Wandlängsrichtung umgesetzt wird.Out Figure 3 can best be seen that the Hakenausnehmung 28 has a curved support surface 30 and that the latch member 29 is adapted to this curved shape of the Hakenausnehmung quarter-circle, so that provided with the Einsteckfeder 23 connector part 16 due to the high weight of the concrete wall element 11, at it is firmly connected, largely by itself with its front side 20 against the end face 21 of the insertion groove 24 having connector part 17 on the Ortbetonwand 13 zoom. This ensures that the insertion spring 23 engages as deeply as possible in the insertion groove 24. Instead of approximately circular segment-shaped configuration, the support surface could of course be inclined wedge-shaped, in which case the latch member may consist of a simple, the insertion groove 24 transversely interspersed, for example cylindrical locking pin, in line contact with the obliquely to the vertical support surface retraction of the Spring causes in the groove when the wall elements are connected together. The tension effect achieved thereby, ie the transmitted over the end walls of the Verkehrsleiteinrichtungsabschnitte, internal tensile forces in the longitudinal direction of the wall, cause excellent rigidity of the compound in its transverse direction, so that an accidental, against the wall impacting vehicle does not cause the wall due the impact forces is transversely offset, but rather the load transversely to the longitudinal direction of the wall is converted into an increased tensile stress in the longitudinal direction of the wall.

Die Einsteckfeder 23 wird gebildet von einem vorspringenden Stahlprofil, das an der Stirnseite 20 des ebenfalls aus Stahl bestehenden Verbinderteils 16 angeschweißt ist. Dieses als Stahl-Schweißkonstruktion ausgestaltete Verbinderteil 16 bildet einen Hüllschuh für das endseitige Wandelement 11 des Abschnitts 12, indem es an die Kontur des endseitigen Beton-Wandelementes 11 angepasst ist und dieses über etwa ein Drittel von dessen Länge überdeckt. Hierdurch legt sich der Hüllschuh mit seinen beiden an die seitlichen Wandflächen des endseitigen Wandelementes 11 des ersten Wandabschnittes 12 angepassten Seitenwänden, die nach oben konvergieren, an das Wandelement an und überdeckt dieses mit einer oberseitigen Abdeckung, welche die oberen Kanten der Seitenwände verbindet. Befestigt ist das Verbinderteil 16 an dem Wandelement 11 mittels quer durch seine Seitenwände eingebrachten Befestigungsmitteln 32, bei denen es sich beispielsweise um Gewindestangen oder Schraubenbolzen handeln kann, die durch Bohrungen in den Seitenwänden und dem Wandelement hindurch gesteckt und mit Schraubenmuttern gesichert sind. Alternativ kann es sich bei den Befestigungsmitteln 32 auch um Schwerlastanker handeln, die von beiden Seiten des Hüllschuhs im Wandteil festgedübelt werden.The insertion spring 23 is formed by a projecting steel profile, which is welded to the end face 20 of the connector part 16 also made of steel. This designed as a welded steel construction connector part 16 forms a Hüllschuh for the end wall element 11 of the section 12 by being adapted to the contour of the end-side concrete wall element 11 and this covered over about a third of its length. As a result, the cover shoe with its two side walls, which are adapted to the lateral wall surfaces of the end-side wall element 11 of the first wall section 12 and converge upward, contacts the wall element and covers it with an upper side wall Cover that connects the upper edges of the side walls. The connector part 16 is fastened to the wall element 11 by means of fastening means 32 introduced transversely through its side walls, which can be threaded rods or bolts, for example, which are inserted through bores in the side walls and the wall element and secured with nuts. Alternatively, the attachment means 32 can also be heavy-duty anchors, which are firmly anchored in the wall part from both sides of the Hüllschuhs.

Die Einstecknut 24 wird gebildet von einem stählernen Nutprofil 33 an der Stirnseite 21 des zweiten Verbinderteils 17, wobei die Breite der Nut 24 an die Dicke der Einsteckfeder 23 angepasst ist, so dass diese im eingesteckten Zustand im Wesentlichen zumindest weitestgehend spielfrei in die Nut einfasst. Das Nutprofil 24 kann an eine Längsbewehrung in der Betonwand 13 angeschlossen sein, um eine besonders feste Verbindung mit diesem zu gewährleisten.The insertion groove 24 is formed by a steel groove profile 33 on the end face 21 of the second connector part 17, wherein the width of the groove 24 is adapted to the thickness of the insertion spring 23, so that it substantially in the inserted state at least largely free of play in the groove surrounds. The groove profile 24 may be connected to a longitudinal reinforcement in the concrete wall 13 to ensure a particularly firm connection with this.

Die Erfindung ist nicht auf das dargestellte und beschriebene Ausführungsbeispiel beschränkt. Vielmehr sind eine Reihe von Änderungen und Ergänzungen möglich, ohne den Rahmen der Erfindung zu verlassen. Beispielsweise kann eine erfindungsgemäße Verkehrsleiteinrichtung oder Verkehrsleitwand aus als Fertigbauteilen hergestellten Betonwandelementen aufgebaut sein, wobei die Anordnung so getroffen sein kann, dass die Betonwandelemente alle gleich ausgestaltet sind und somit an ihrer einen Stirnseite eine Einsteckfeder und an ihrer anderen Stirnseite eine Einstecknut aufweisen. Es ist aber auch möglich, Betonwandelemente mit Einsteckfedern bzw. Einstecknuten einschließlich der jeweils daran ausgebildeten Hakenausnehmungen bzw. Riegelteilen an jeweils beiden Stirnseiten auszugestalten und die unterschiedlichen Wandelementtypen dann abwechselnd aufzubauen. Eine derartige Anordnung erleichtert den Austausch einzelner Wandelemente aus einer fertig aufgebauten Verkehrsleitwand, wenn sich dies - beispielsweise nach einem Unfall - als notwendig erweisen sollte.The invention is not limited to the illustrated and described embodiment. Rather, a number of changes and additions are possible without departing from the scope of the invention. For example, a traffic control device according to the invention or traffic control wall can be constructed from prefabricated concrete wall elements, wherein the arrangement can be made so that the concrete wall elements are all configured the same and thus have at one end face a push-in spring and at its other end an insertion groove. But it is also possible to design concrete wall elements with Einsteckfedern or Einstecknuten including the respectively formed thereon Hakenausnehmungen or latch parts on each of both end faces and then build the different types of wall elements alternately. Such an arrangement facilitates the replacement of individual wall elements from a completely constructed traffic control wall, if this should prove necessary, for example after an accident.

Es ist auch möglich, die Betonwandelemente an ihren Stirnseiten mit mehr als einer vertikalen Nut-Feder-Verbindung auszustatten, also beispielsweise je drei parallele Einsteckfedern und Einstecknuten über zumindest einen Teil der Höhe der Wandelemente vorzusehen, was insbesondere bei besonders großen und schweren Wandelementen in Frage kommt, die wegen besonders hoher Sicherheitsanforderungen aufgebaut werden sollen. Schließlich ist es auch nicht zwingend, dass die Einsteckfedern und Einstecknuten an separaten Verbinderteilen beispielsweise in Form der im Zusammenhang mit dem bevorzugten Ausführungsbeispiel beschriebenen Hüllschuhkonstruktionen vorgesehen sind. Sie können - insbesondere bei als Beton-Fertigbauteile gefertigten Wandelementen - auch unmittelbar in den Beton eingelassen werden oder bei Stahlkonstruktionen an diesen angeschweißt werden.It is also possible to equip the concrete wall elements at their ends with more than one vertical tongue and groove connection, ie For example, to provide three parallel insertion springs and insertion over at least a portion of the height of the wall elements, which is particularly in very large and heavy wall elements in question, which are to be constructed because of particularly high security requirements. Finally, it is also not mandatory that the insertion springs and insertion grooves are provided on separate connector parts, for example in the form of Hüllschuhkonstruktionen described in connection with the preferred embodiment. They can also be embedded directly into the concrete, in particular in the case of wall elements produced as prefabricated concrete components, or welded to steel constructions.

Claims (14)

  1. Traffic guidance device comprising traffic guidance device portions which are arranged one behind another in the longitudinal direction of the wall and are interconnected on the end faces thereof by means of a connecting device, the connecting device (15) comprising at least one tongue and groove connection comprising an insertion tongue (23), which extends substantially vertically, on an end face (20) of a traffic guidance device portion (12) and an insertion groove (24), which is adapted to the insertion tongue (23) in position and dimensions, on an end face (21) of an adjoining traffic guidance device portion (13), it being possible to lock the insertion tongue (23) which is inserted into the associated insertion groove (24) in its inserted position, and said insertion tongue being provided with a hook recess (28) which is open at the top or the bottom and the insertion groove (24) comprising an interlocking part (29) which is adapted to the hook recess and is inserted from above or below into the hook recess (28) when the traffic guidance device is assembled, characterised in that the hook recess (28) has a retaining surface (30) which is curved or inclined in a wedge-shaped manner.
  2. Traffic guidance device according to claim 1, characterised in that the connecting device (15) comprises, in order to connect the first traffic guidance device portion (12) to the second traffic guidance device portion (13), a first connector part (16) which is to be arranged and can be fixed on the first traffic guidance device portion (12), and a second connector part (17) which is to be arranged and can be fixed on the second traffic guidance device portion (13), it being possible to lock the two connector parts (16, 17) to one another in an interlocking manner by means of the insertion tongue (23) and insertion groove (24) arranged on the end faces (20, 21) thereof which face one another.
  3. Traffic guidance device according to either claim 1 or claim 2, characterised in that the first connector part (16) and/or the second connector part (17) is/are adapted to the shape of the respective traffic guidance device portions (12, 13).
  4. Traffic guidance device according to any of claims 1 to 3, characterised in that the first connector part (16) and/or the second connector part (17) is/are configured as an enveloping shoe which is adapted to the contour of the respective associated first and/or second traffic guidance device portions (12, 13).
  5. Traffic guidance device according to any of claims 1 to 4, characterised in that the first connector part (16) and/or the second connector part (17) is configured as a hood which is made of a steel sheet and can be securely arranged or assembled on the respective traffic guidance device portions (12, 13).
  6. Traffic guidance device according to any of claims 1 to 5, characterised in that the first traffic guidance device portion (12) is formed by a wall element (11) of a movable traffic guidance wall, which is constructed from a plurality of wall elements, and in that the first connector part (16) can be locked to the end-side wall element (11) by means of locking bolts (32) which pass transversely through said wall element.
  7. Traffic guidance device according to any of claims 1 to 6, characterised in that the second traffic guidance device portion (13) is formed by a cast-in-situ concrete wall, and the second connector part (17) is concreted to the end-face end of the cast-in-situ concrete wall in the manner of permanent formwork.
  8. Traffic guidance device according to any of claims 1 to 7, characterised in that the tongue and groove connections (23, 24) extend over at least three quarters of the height of the traffic guidance device portions (12, 13).
  9. Traffic guidance device according to any of claims 1 to 8, characterised in that a plurality of tongue and groove connections are provided in parallel on the end faces of the traffic guidance device portions (12, 13).
  10. Traffic guidance device according to any of claims 1 to 9, characterised in that the insertion tongue (23) and the insertion groove (24) are provided with transverse bores (26, 27) which align with one another in the inserted position, through which bores a tie bolt (25) can be inserted.
  11. Traffic guidance device according to any of claims 1 to 10, characterised in that the insertion tongue (23) is arranged on a steel profile, which is fastened to the end face (20) of the traffic guidance device portion (12) which is configured as a concrete wall element.
  12. Traffic guidance device according to claim 11, characterised in that the steel profile is cast in concrete and anchored to the end face (20) of the concrete wall element (12).
  13. Traffic guidance device according to any of claims 1 to 12, characterised in that the insertion groove (24) is formed by a groove profile which is cast on the end face (21) of the traffic guidance device portion (13).
  14. Traffic guidance device according to any of claims 1 to 13, characterised in that the insertion tongue (23) and/or the insertion groove (24) is/are connected to a reinforcement of the traffic guidance device portion (13).
EP11158516A 2008-06-04 2009-05-27 Traffic guidance device Active EP2333160B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL11158516T PL2333160T3 (en) 2008-06-04 2009-05-27 Traffic guidance device

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE200810026661 DE102008026661B4 (en) 2008-06-04 2008-06-04 Verkehrsleitwand
DE202009001529U DE202009001529U1 (en) 2008-06-04 2009-02-06 connecting device
EP09757937.9A EP2281088B2 (en) 2008-06-04 2009-05-27 Traffic guidance device

Related Parent Applications (2)

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EP09757937.9A Division-Into EP2281088B2 (en) 2008-06-04 2009-05-27 Traffic guidance device
EP09757937.9 Division 2009-05-27

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EP2333160A1 EP2333160A1 (en) 2011-06-15
EP2333160B1 true EP2333160B1 (en) 2013-04-03

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EP09757937.9A Active EP2281088B2 (en) 2008-06-04 2009-05-27 Traffic guidance device
EP11158516A Active EP2333160B1 (en) 2008-06-04 2009-05-27 Traffic guidance device

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EP (2) EP2281088B2 (en)
AT (1) ATE540166T1 (en)
DE (2) DE202009001529U1 (en)
PL (1) PL2333160T3 (en)
WO (1) WO2009147586A1 (en)

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CN110552300B (en) * 2019-08-16 2021-05-28 吉林建筑科技学院 Anticollision barrier with buffer function

Family Cites Families (9)

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Publication number Priority date Publication date Assignee Title
GB8810711D0 (en) 1988-05-06 1988-06-08 James Garside & Son Ltd Physical barrier
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
EP0641893B1 (en) 1993-09-07 1997-08-06 Peter Rausch Barrier element
US5975793A (en) * 1997-11-12 1999-11-02 Conmat Group, Inc. Interlocking median barrier
US6164865A (en) * 1998-09-14 2000-12-26 Mccallum; Gerald L. Interlocking barrier system with multiple securing mechanisms
NL1012439C2 (en) * 1999-06-25 2001-01-10 Haitsma Beton Bv Separation element.
DE19942804C1 (en) 1999-09-08 2001-01-04 Hermann Spengler Kg Sand U Bet Traffic lane divider for slowing down or stopping vehicles has interconnected concrete elements with connecting members with hook at end of anchor plate extending halfway into socket chamber
FR2825728B1 (en) * 2001-06-07 2003-08-15 Anciens Etablissements Fremont METHOD FOR ENSURING THE CONTINUITY OF THE PROTECTION PROVIDED BY A WALL IN WHICH INTERRUPTIONS ARE PRACTICED AND THE WORK OBTAINED
AT502935B1 (en) 2005-11-04 2008-03-15 Maba Fertigteilind Gmbh guide wall

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ATE540166T1 (en) 2012-01-15
WO2009147586A1 (en) 2009-12-10
PL2333160T3 (en) 2013-08-30
EP2281088B2 (en) 2018-11-07
DE202009018891U1 (en) 2014-03-31
EP2281088B1 (en) 2012-01-04
DE202009001529U1 (en) 2009-10-15
EP2333160A1 (en) 2011-06-15
EP2281088A1 (en) 2011-02-09

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