EP1502999A1 - Support for devices and signs for spanning roads - Google Patents

Support for devices and signs for spanning roads Download PDF

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Publication number
EP1502999A1
EP1502999A1 EP04015906A EP04015906A EP1502999A1 EP 1502999 A1 EP1502999 A1 EP 1502999A1 EP 04015906 A EP04015906 A EP 04015906A EP 04015906 A EP04015906 A EP 04015906A EP 1502999 A1 EP1502999 A1 EP 1502999A1
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EP
European Patent Office
Prior art keywords
maintenance
portal
housing
gantry
cross bar
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP04015906A
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German (de)
French (fr)
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EP1502999B1 (en
Inventor
Anton Bettendorf
Elmar Reisinger
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Siemens AG
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Siemens AG
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Publication date
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Publication of EP1502999A1 publication Critical patent/EP1502999A1/en
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Publication of EP1502999B1 publication Critical patent/EP1502999B1/en
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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
    • E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
    • E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
    • E01F9/696—Overhead structures, e.g. gantries; Foundation means specially adapted therefor

Definitions

  • the invention relates to a sign bridge for traffic control above a carriageway according to the preamble of claim 1.
  • a gantry bridge with Komwegweiser for discloses a traffic management system that is in double-deadweight construction is carried out with climbing aid.
  • a walk-in, closed maintenance housing is between the prism turning surfaces and the sign bridge arranged.
  • the Maintenance housings serve as support structure individual steel mold tube frames, the vertical tubes have a correspondingly large Distance to include a maintenance bridge width of at least 600 mm allow.
  • These galvanized frames are in the interior by means of angles, on the back with massive, horizontal extending mold tubes and front with help from diagonal stiffeners to a rigid steel girder skeleton formed.
  • the angles are also used as supports for the Gratings and as a receptacle for the adjustable latch mounts used.
  • Rectangular prismatically mounted At the front of the signpost are Rectangular prismatically mounted. The entire construction is clad with powder-coated aluminum sheet. At the front are further cladding panels or large panel elements appropriate. Inside the housing are drive controls for the prism turner and lighting elements Installed.
  • bolt holders At the rear, bolt holders are positioned and mounting profiles bolted for a massive mounting bracket. For installation, a portal is first set up, then the factory pre-assembled and divided in the middle Signpost bolted and as a whole with the help of two cranes mounted on the portal.
  • the maintenance case of this known gantry has a elaborate support structure and is laterally offset to the plane spanned by the portal on the bars attached to the sign bridge.
  • the prism turner are on attached to the side facing away from the portal side, so that this on the maintenance housing on the cross bar an opposite Transmit torque.
  • the assembly of these known Schilder Supreme also makes a full closure of a directional roadway necessary, whereby by means of a transfer of the Traffic is directed to the opposite lane.
  • This oncoming traffic area is set up per building for one night and dismantled in the morning.
  • the invention is therefore based on the object, a gantry and a method for mounting a gantry of the type mentioned above, which provide the avoid the aforementioned disadvantages of the prior art.
  • the crossbar is in the maintenance housing integrated.
  • the maintenance housing is not as in the prior art laterally, but in the portal level arranged. As a result, they are arranged on the maintenance housing Display elements closer to the torsion center of the Schilder Hampshire, that is closer to the crossbars, arranged what the torque input through the display elements in the portal reduced.
  • the maintenance housing is formed two-storey and the construction of the portal is more stable.
  • the larger maintenance housing is a larger sign surface associated with display elements.
  • the maintenance housing the gantries closed formed and composed of a plurality of lamella elements.
  • the closed Training the maintenance housing allows the Maintenance personnel protected from the weather Carrying out maintenance work.
  • the structure of the maintenance housing of a plurality of fin elements is without elaborate support structure possible and easy on the Cross bars pre-assembled.
  • the lamellar elements form lateral and rear walls of the maintenance housing, which by lateral Bending a connection surface to the adjoining lamellar element as well as another interface to the Have crossbars.
  • the lamellar elements are surface-treated, especially painted or powder coated. This allows the lamellar elements and thus the maintenance housing against the weather conditions are made constant.
  • Schilder Hampshire are the side supports on each foundation set up with impact base.
  • the foundations can be sideways the roadway without interrupting the flow of traffic become.
  • the foundations protect the steel structure of the portal on an impact base.
  • the Display elements Display panels, fiber optic variable message signs, Advertisements in prism technology and freely programmable LCD text lines or a combination thereof.
  • Advantageous are drives and other electrical components protected for the display elements within the closed Maintenance housing housed.
  • Schilder Portugal is on a side support of the Portals arranged a climbing aid to a maintenance footbridge.
  • the foundations are set on the carriageway sides and placed on it the side supports, what without interruption of current traffic is possible. Also without traffic interruption or deflection on the opposite lane is then off the carriageway, a pre-assembly of the maintenance housing possible with trained as maintenance webs cross bars. The preassembled unit eventually becomes short-lived Traffic interruption by attaching the crossbars on the side supports of the maintenance housing above the carriageway final assembly.
  • An inventive sign bridge 10 for traffic control Above a roadway 20 according to FIG 1 comprises a portal 30 with integrated maintenance housing 40, which display elements 50 carries.
  • the portal 30 is composed of two vertical side supports 32 and two stacked, horizontal Cross bars 35 formed. Each side support 32 is on next to the lane 20 set foundation 33 with impact base 34 set up.
  • To stabilize the portal 30 are the cross bar 35 via diagonal support attached to node surfaces 36 and vertical support 37 connected.
  • the walk-in, closed Maintenance housing 40 integrated with the invention Advantage of the cross bar 35, which formed as maintenance bars 42 are.
  • the trained as a profile carrier cross bar 35th enforce the interior of the maintenance housing 40, so that the Maintenance personnel the top of the cross bar 35 as maintenance bars 42 can use.
  • FIG 1 shows a rear view of the invention Schilder Georgia 10, ie facing the other direction the traffic direction of lane 20.
  • the front of a Maintenance housing 40 is formed by display elements 50, the vertically extending tubes 47 on the crossbars 35th are fixed.
  • the display elements 50 include display panels as well as displays in prism technology, for drives 51 (see FIG 2) are provided.
  • side support 32 On the left in Figure 1 shown side support 32 is a arranged as ladder trained climbing aid 38, about the maintenance bars 42 can be achieved. Of this Side support 32 is along the maintenance webs 42 a laterally arranged handrail 43 to the respective maintenance housing 40 provided. Above the maintenance housing 40 are as lights trained signaling devices 52 for marking the gantry 10 for road users in poor visibility or special traffic conditions.
  • FIG. 2 shows the sign bridge 10 according to the invention Section of crossbar 35, which is arranged in the side by side Maintenance housing 40 is integrated.
  • Section of crossbar 35 which is arranged in the side by side Maintenance housing 40 is integrated.
  • the line II-II of FIG 1 cut top view recognizes one the width of trained as maintenance webs 42 cross bar 35, wherein the maintenance housing 40 via doors 45 to the narrow sides are accessible.
  • the closed construction the maintenance housing 40 is by large-area, surface-treated Lamella elements 44 on the rear and side walls as well achieved by display elements 50 on the front sides, wherein front and rear sides of the maintenance housing 40 on opposite Side of the cross bar 35 are arranged. This achieves a statically favorable arrangement of Maintenance housing 40 substantially in the through the portal 30th the gantry 10 spanned plane.
  • FIG 3 is a sectional view taken along the line III-III 1 of the inventive sign bridge 10 is shown.
  • This side view shows the two-storey training of the maintenance housing 40 with the as maintenance webs 42nd trained cross bar 35, which is the interior of the maintenance housing 40 enforce and laterally on the side supports 32nd are fixed.
  • Rear and side walls as well as the roof of the Maintenance housing 40 are made of a plurality of fin elements 44 constructed while the front through through vertical Tubes 47 attached to the portal 30 display elements 50th is formed.
  • the cross bar 35 in the Maintenance housing 40 becomes a portal-near arrangement of the display elements 50 achieved, whereby the torsional load of the Portals 30 is substantially smaller than in the prior art.
  • flaps 46 provided over access to the signaling device 52 is enabled.
  • the mounting of a gantry invention 10 is less time-consuming and intervenes less in the flow of traffic strong than was the case in the prior art. Without to affect the flow of traffic at all will be on provided site initially on the sides of the road Set 20 foundations 33 and then the side supports 32nd of the portal 30.
  • the maintenance housing 40 is also off the lane 20 to the than maintenance bars 42nd trained crossbar 35 pre-assembled. This component can then in one operation by short-term blocking of Road 20, for example 15 minutes, with the help of cranes swung over the roadway 20 and by attaching the Cross bar 35 are mounted on the side supports 32.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Signs Or Road Markings (AREA)
  • Traffic Control Systems (AREA)

Abstract

The road sign (10) is constructed as a portal (30) spanning a carriageway (20) of e.g. a dual-carriageway road. The portal stands on two vertical legs (32). An access ladder (38) is fastened to one of the legs and the portal incorporates housings (40) with personnel walkways (35) on two levels. The front side facing the normal traffic flow has permanent signboards (50) mounted on vertical pipes fastened to the portal frame. Vertical lamellae (44) on the rear side of the sign may be rotated to show NO ENTRY signs or arrows for reverse working of traffic during road works.

Description

Die Erfindung betrifft eine Schilderbrücke zur Verkehrsbeeinflussung über einer Fahrbahn nach dem Oberbegriff des Patentanspruches 1.The invention relates to a sign bridge for traffic control above a carriageway according to the preamble of claim 1.

Aus dem Magazin FORSTER AKTUELL, Ausgabe 1, 2001, ist auf den Seiten 6 bis 11 eine Schilderbrücke mit Wechselwegweiser für eine Verkehrsbeeinflussungsanlage offenbart, die in Doppelriegelbauweise mit Aufstiegshilfe ausgeführt ist. Ein begehbares, geschlossenes Wartungsgehäuse ist zwischen den Prismenwenderflächen und der Schilderbrücke angeordnet. Für das Wartungsgehäuse dienen als Trägerkonstruktion einzelne Stahlform-Rohrrahmen, deren Vertikalrohre einen entsprechend großen Abstand beinhalten, um eine Wartungsstegbreite von mindestens 600 mm zu ermöglichen. Diese verzinkten Rahmen sind im Innenbereich mittels Winkeln, rückseitig mit massiven, horizontal verlaufenden Formrohren und vorderseitig mit Hilfe von Diagonalversteifungen zu einem starren Stahlträgerskelett ausgeformt. Die Winkel werden außerdem als Auflager für die Gitterroste und als Aufnahme für die verstellbaren Riegelhalterungen verwendet. An der Vorderseite der Wegweiser sind Prismenwender konstruktiv angebracht. Die gesamte Konstruktion ist mit pulverbeschichtetem Aluminiumblech verkleidet. An der Frontseite sind weitere Verkleidungsbleche bzw. Großtafelelemente angebracht. Im Gehäuseinneren sind Antriebssteuerungen für die Prismenwender und Beleuchtungselemente installiert. Rückwärtig sind Riegelhalterungen positioniert und Aufnahmeprofile für einen massiven Montageträger verschraubt. Zur Montage wird zunächst ein Portal aufgestellt, dann die im Werk vormontierten und in der Mitte geteilten Wegweiser verschraubt und als ganzes mit Hilfe zweier Kräne an das Portal montiert. From the magazine FORSTER AKTUELL, issue 1, 2001, is on the Pages 6 to 11 a gantry bridge with Wechselwegweiser for discloses a traffic management system that is in double-deadweight construction is carried out with climbing aid. A walk-in, closed maintenance housing is between the prism turning surfaces and the sign bridge arranged. For the Maintenance housings serve as support structure individual steel mold tube frames, the vertical tubes have a correspondingly large Distance to include a maintenance bridge width of at least 600 mm allow. These galvanized frames are in the interior by means of angles, on the back with massive, horizontal extending mold tubes and front with help from diagonal stiffeners to a rigid steel girder skeleton formed. The angles are also used as supports for the Gratings and as a receptacle for the adjustable latch mounts used. At the front of the signpost are Rectangular prismatically mounted. The entire construction is clad with powder-coated aluminum sheet. At the front are further cladding panels or large panel elements appropriate. Inside the housing are drive controls for the prism turner and lighting elements Installed. At the rear, bolt holders are positioned and mounting profiles bolted for a massive mounting bracket. For installation, a portal is first set up, then the factory pre-assembled and divided in the middle Signpost bolted and as a whole with the help of two cranes mounted on the portal.

Das Wartungsgehäuse dieser bekannten Schilderbrücke weist eine aufwendige Trägerkonstruktion auf und ist seitlich versetzt zu der durch das Portal aufgespannten Ebene an den Riegeln der Schilderbrücke befestigt. Die Prismenwender sind an der dem Portal abgewandten Gehäuseseite angebracht, so dass diese über das Wartungsgehäuse auf die Querriegel ein gegenläufiges Drehmoment übertragen. Die Montage dieser bekannten Schilderbrücke macht außerdem eine Vollsperrung einer Richtungsfahrbahn notwendig, wobei mittels einer Überleitung der Verkehr auf die Gegenfahrbahn geleitet wird. Dieser Gegenverkehrsbereich wird je Bauwerk für eine Nacht eingerichtet und in den Morgenstunden wieder rückgebaut.The maintenance case of this known gantry has a elaborate support structure and is laterally offset to the plane spanned by the portal on the bars attached to the sign bridge. The prism turner are on attached to the side facing away from the portal side, so that this on the maintenance housing on the cross bar an opposite Transmit torque. The assembly of these known Schilderbrücke also makes a full closure of a directional roadway necessary, whereby by means of a transfer of the Traffic is directed to the opposite lane. This oncoming traffic area is set up per building for one night and dismantled in the morning.

Der Erfindung liegt daher die Aufgabe zugrunde, eine Schilderbrücke sowie ein Verfahren zur Montage einer Schilderbrücke der eingangs genannten Art bereitzustellen, welche die vorgenannten Nachteile des Standes der Technik vermeiden.The invention is therefore based on the object, a gantry and a method for mounting a gantry of the type mentioned above, which provide the avoid the aforementioned disadvantages of the prior art.

Diese Aufgabe wird erfindungsgemäß gelöst durch eine gattungsgemäße Schilderbrücke mit dem kennzeichnenden Merkmal aus Patentanspruch 1 sowie durch ein Verfahren zur Montage gemäß Patentanspruch 8.This object is achieved by a generic Sign bridge with the characteristic feature from claim 1 and by a method of assembly according to claim 8.

Indem bei der Schilderbrücke mindestens ein Querriegel als Wartungssteg ausgebildet ist, wird der Querriegel in das Wartungsgehäuse integriert. Das Wartungsgehäuse ist damit nicht wie im Stand der Technik seitlich, sondern in der Portalebene angeordnet. Hierdurch sind die am Wartungsgehäuse angeordneten Anzeigeelemente näher am Torsionszentrum der Schilderbrücke, das heißt näher an den Querriegeln, angeordnet, was den Drehmomenteintrag durch die Anzeigeelemente in das Portal vermindert.By at the sign bridge at least one crossbar as Maintenance web is formed, the crossbar is in the maintenance housing integrated. The maintenance housing is not as in the prior art laterally, but in the portal level arranged. As a result, they are arranged on the maintenance housing Display elements closer to the torsion center of the Schilderbrücke, that is closer to the crossbars, arranged what the torque input through the display elements in the portal reduced.

In einer vorteilhaften Ausführungsform der erfindungsgemäßen Schilderbrücke weist das Portal zwei übereinander angeordnete und als Wartungsstege ausgebildete Querriegel auf. In dieser Ausführungsform ist das Wartungsgehäuse zweistöckig ausgebildet und die Konstruktion des Portals in sich stabiler. Mit dem größeren Wartungsgehäuse geht eine größere Schilderfläche für Anzeigeelemente einher.In an advantageous embodiment of the invention Schilderbrücke shows the portal two superimposed and designed as maintenance bars crossbar on. In this Embodiment, the maintenance housing is formed two-storey and the construction of the portal is more stable. With The larger maintenance housing is a larger sign surface associated with display elements.

In einer bevorzugten Ausgestaltung der Erfindung ist das Wartungsgehäuse der Schilderbrücke geschlossen ausgebildet und aus einer Mehrzahl von Lamellenelementen aufgebaut. Die geschlossene Ausbildung des Wartungsgehäuses ermöglicht dem Wartungspersonal eine vor Witterungseinflüssen geschützte Durchführung der Wartungsarbeiten. Der Aufbau des Wartungsgehäuses aus einer Mehrzahl von Lamellenelementen ist ohne aufwendige Trägerkonstruktion möglich und einfach an den Querriegeln vormontierbar. Die Lamellenelemente bilden Seiten- und Rückwände des Wartungsgehäuses, die durch seitliches Abkanten eine Verbindungsfläche zum daran anschließenden Lamellenelement sowie eine weitere Verbindungsfläche zu den Querriegeln aufweisen.In a preferred embodiment of the invention, the maintenance housing the gantries closed formed and composed of a plurality of lamella elements. The closed Training the maintenance housing allows the Maintenance personnel protected from the weather Carrying out maintenance work. The structure of the maintenance housing of a plurality of fin elements is without elaborate support structure possible and easy on the Cross bars pre-assembled. The lamellar elements form lateral and rear walls of the maintenance housing, which by lateral Bending a connection surface to the adjoining lamellar element as well as another interface to the Have crossbars.

Vorzugsweise sind die Lamellenelemente oberflächenbehandelt, insbesondere lackiert oder pulverbeschichtet. Hierdurch können die Lamellenelemente und damit das Wartungsgehäuse gegen die Witterungseinflüsse beständig gemacht werden.Preferably, the lamellar elements are surface-treated, especially painted or powder coated. This allows the lamellar elements and thus the maintenance housing against the weather conditions are made constant.

In einer vorteilhaften Ausgestaltung der erfindungsgemäßen Schilderbrücke sind die Seitenstützen auf je ein Fundament mit Anprallsockel aufgestellt. Die Fundamente können seitlich der Fahrbahn ohne Unterbrechung des Verkehrsflusses gesetzt werden. Die Fundamente weisen zum Schutz der Stahlkonstruktion des Portals einen Anprallsockel auf.In an advantageous embodiment of the invention Schilderbrücke are the side supports on each foundation set up with impact base. The foundations can be sideways the roadway without interrupting the flow of traffic become. The foundations protect the steel structure of the portal on an impact base.

In einer bevorzugten Ausführungsform der Erfindung können die Anzeigeelemente Anzeigetafeln, faseroptischen Wechselverkehrszeichen, Anzeigen in Prismentechnik und freiprogrammierbaren LCD-Textzeilen oder eine Kombination daraus umfassen. Mit Vorteil sind Antriebe und andere elektrische Komponenten für die Anzeigeelemente geschützt innerhalb des geschlossenen Wartungsgehäuses unterbringbar. In a preferred embodiment of the invention, the Display elements Display panels, fiber optic variable message signs, Advertisements in prism technology and freely programmable LCD text lines or a combination thereof. Advantageous are drives and other electrical components protected for the display elements within the closed Maintenance housing housed.

In einer weiteren vorteilhaften Ausführungsform der erfindungsgemäßen Schilderbrücke ist an einer Seitenstütze des Portals eine Aufstiegshilfe zu einem Wartungssteg angeordnet. Hierdurch wird die Begehbarkeit des Wartungsgehäuses über eine Leiter, die längs einer Seitenstütze bis auf die Höhe des obersten Querriegels führt, und den zum Gehäuse führenden Wartungssteg ermöglicht.In a further advantageous embodiment of the invention Schilderbrücke is on a side support of the Portals arranged a climbing aid to a maintenance footbridge. As a result, the accessibility of the maintenance housing via a Ladder along a side support up to the height of the top cross bar leads, and leading to the housing Maintenance bridge allows.

Bei der Montage einer erfindungsgemäßen Schilderbrücke wird nun folgendermaßen verfahren:When mounting a gantry invention is Now proceed as follows:

Zunächst werden an den Fahrbahnseiten die Fundamente gesetzt und darauf die Seitenstützen aufgestellt, was ohne Unterbrechung des laufenden Verkehrs möglich ist. Ebenfalls ohne Verkehrsunterbrechung oder -umlenkung auf die Gegenfahrbahn ist dann abseits der Fahrbahn eine Vormontage des Wartungsgehäuses mit als Wartungsstegen ausgebildeten Querriegeln möglich. Die vormontierte Baueinheit wird schließlich unter nur kurzzeitiger Verkehrsunterbrechung durch Befestigen der Querriegel an den Seitenstützen des Wartungsgehäuses über der Fahrbahn endmontiert.First, the foundations are set on the carriageway sides and placed on it the side supports, what without interruption of current traffic is possible. Also without traffic interruption or deflection on the opposite lane is then off the carriageway, a pre-assembly of the maintenance housing possible with trained as maintenance webs cross bars. The preassembled unit eventually becomes short-lived Traffic interruption by attaching the crossbars on the side supports of the maintenance housing above the carriageway final assembly.

Weitere Vorteile der erfindungsgemäßen Schilderbrücke werden anhand der Zeichnungen beschrieben, in deren

FIG 1
eine erfindungsgemäße Schilderbrücke in Vorderansicht gegen die Fahrtrichtung,
FIG 2
einen das Wartungsgehäuse zeigenden Teil der erfindungsgemäßen Schilderbrücke in Draufsicht,
FIG 3
einen Schnitt durch die erfindungsgemäße Schilderbrücke in Seitenansicht sowie
FIG 4
ein die Verbindung zweier Lamellenelemente darstellendes Detail aus FIG 2
schematisch veranschaulicht sind.Further advantages of the gantry invention will be described with reference to the drawings, in which
FIG. 1
an inventive sign bridge in front view against the direction of travel,
FIG. 2
a maintenance housing facing part of the gantry according to the invention in plan view,
FIG. 3
a section through the gantry invention in side view and
FIG. 4
a detail of FIG 2 showing the connection of two fin elements
are illustrated schematically.

Eine erfindungsgemäße Schilderbrücke 10 zur Verkehrsbeeinflussung über einer Fahrbahn 20 umfasst gemäß FIG 1 ein Portal 30 mit integriertem Wartungsgehäuse 40, welches Anzeigeelemente 50 trägt. Das Portal 30 ist aus zwei vertikalen Seitenstützen 32 und zwei übereinander angeordneten, horizontalen Querriegeln 35 gebildet. Jede Seitenstütze 32 ist auf ein neben der Fahrbahn 20 gesetztes Fundament 33 mit Anprallsockel 34 aufgestellt. Zur Stabilisierung des Portals 30 sind die Querriegel 35 über an Knotenflächen befestigte Diagonalträger 36 und Vertikalträger 37 verbunden. Das begehbare, geschlossene Wartungsgehäuse 40 integriert erfindungsgemäß mit Vorteil die Querriegel 35, die als Wartungsstege 42 ausgebildet sind. Die als Profilträger ausgebildeten Querriegel 35 durchsetzen das Innere des Wartungsgehäuses 40, so dass das Wartungspersonal die Oberseite der Querriegel 35 als Wartungsstege 42 benutzen kann. Einerseits entfällt hierdurch ein zusätzliches als Wartungssteg ausgebildetes Bauteil, andererseits wird eine Drehmoment-eintragende, seitliche Anordnung des Wartungsgehäuses neben dem Portal 30 vermieden. Im Ausführungsbeispiel gemäß FIG 1 sind zwei etwa baugleiche, zweigeschossige Wartungsgehäuse 40 vorgesehen, deren Rückund Seitenwände aus einer Mehrzahl von Lamellenelementen 44 aufgebaut sind. FIG 1 zeigt eine Rückansicht der erfindungsgemäßen Schilderbrücke 10, also mit Blickrichtung entgegen der Verkehrsrichtung von Fahrbahn 20. Die Vorderseite eines Wartungsgehäuses 40 wird durch Anzeigeelemente 50 gebildet, die über vertikal verlaufende Rohre 47 an den Querriegeln 35 festgesetzt sind. Die Anzeigeelemente 50 umfassen Anzeigetafeln sowie Anzeigen in Prismentechnik, für die Antriebe 51 (vgl. FIG 2) vorgesehen sind. Zusätzlich oder alternativ können die Anzeigeelemente 50 auch faseroptische Wechselverkehrszeichen und freiprogrammierbare LCD-Textzeilen umfassen. An der in FIG 1 links dargestellten Seitenstütze 32 ist eine als Leiter ausgebildete Aufstiegshilfe 38 angeordnet, über die die Wartungsstege 42 erreicht werden können. Von dieser Seitenstütze 32 ist längs der Wartungsstege 42 ein seitlich angeordneter Handlauf 43 bis zum jeweiligen Wartungsgehäuse 40 vorgesehen. Über dem Wartungsgehäuse 40 sind als Leuchten ausgebildete Signaleinrichtungen 52 zur Markierung der Schilderbrücke 10 für Verkehrsteilnehmer bei schlechten Sichtverhältnissen oder besonderen Verkehrsbedingungen angeordnet.An inventive sign bridge 10 for traffic control Above a roadway 20 according to FIG 1 comprises a portal 30 with integrated maintenance housing 40, which display elements 50 carries. The portal 30 is composed of two vertical side supports 32 and two stacked, horizontal Cross bars 35 formed. Each side support 32 is on next to the lane 20 set foundation 33 with impact base 34 set up. To stabilize the portal 30 are the cross bar 35 via diagonal support attached to node surfaces 36 and vertical support 37 connected. The walk-in, closed Maintenance housing 40 integrated with the invention Advantage of the cross bar 35, which formed as maintenance bars 42 are. The trained as a profile carrier cross bar 35th enforce the interior of the maintenance housing 40, so that the Maintenance personnel the top of the cross bar 35 as maintenance bars 42 can use. On the one hand eliminates this an additional designed as a service jetty component, on the other becomes a torque-bearing, lateral arrangement the maintenance housing next to the portal 30 avoided. in the Embodiment according to FIG 1 are two approximately identical, two-storey maintenance housing 40 is provided, the Rückund Side walls of a plurality of fin elements 44th are constructed. 1 shows a rear view of the invention Schilderbrücke 10, ie facing the other direction the traffic direction of lane 20. The front of a Maintenance housing 40 is formed by display elements 50, the vertically extending tubes 47 on the crossbars 35th are fixed. The display elements 50 include display panels as well as displays in prism technology, for drives 51 (see FIG 2) are provided. Additionally or alternatively the display elements 50 and fiber optic variable message signs and programmable LCD text lines. On the left in Figure 1 shown side support 32 is a arranged as ladder trained climbing aid 38, about the maintenance bars 42 can be achieved. Of this Side support 32 is along the maintenance webs 42 a laterally arranged handrail 43 to the respective maintenance housing 40 provided. Above the maintenance housing 40 are as lights trained signaling devices 52 for marking the gantry 10 for road users in poor visibility or special traffic conditions.

FIG 2 zeigt von der erfindungsgemäßen Schilderbrücke 10 den Abschnitt der Querriegel 35, der in die nebeneinander angeordneten Wartungsgehäuse 40 integriert ist. In dieser längs der Linie II-II aus FIG 1 geschnittenen Draufsicht erkennt man die Breite der als Wartungsstege 42 ausgebildeten Querriegel 35, wobei die Wartungsgehäuse 40 über Türen 45 an den schmalen Seiten zugänglich sind. Die geschlossene Bauweise der Wartungsgehäuse 40 wird durch großflächige, oberflächenbehandelte Lamellenelemente 44 an Rück- und Seitenwänden sowie durch Anzeigeelemente 50 an den Vorderseiten erreicht, wobei Vorder- und Rückseiten der Wartungsgehäuse 40 auf gegenüberliegenden Seiten der Querriegel 35 angeordnet sind. Hierdurch erreicht man eine statisch günstige Anordnung der Wartungsgehäuse 40 im Wesentlichen in der durch das Portal 30 der Schilderbrücke 10 aufgespannten Ebene. Die Befestigung der Anzeigeelemente 50 erfolgt über eine Mehrzahl an vertikal verlaufenden Rohren 47, während die Lamellenelemente 44 direkt an den Querriegeln 35 festgesetzt sind. Hierzu sind gemäß FIG 4, die das Detail IV aus FIG 2 vergrößert darstellt, die vertikalen Seitenkanten der Lamellenelemente 44 derart winklig abgekantet, dass je zwei benachbarte Lamellenelemente 44 deckungsgleich aneinander liegende Flächen aufweisen, an welchen sie untereinander und an den Querriegeln 35 befestigt sind. Hierdurch ergibt sich ein einfacher Aufbau des Wartungsgehäuses 40, welches an den Querriegeln 35 vormontierbar ist.FIG. 2 shows the sign bridge 10 according to the invention Section of crossbar 35, which is arranged in the side by side Maintenance housing 40 is integrated. In this longitudinal the line II-II of FIG 1 cut top view recognizes one the width of trained as maintenance webs 42 cross bar 35, wherein the maintenance housing 40 via doors 45 to the narrow sides are accessible. The closed construction the maintenance housing 40 is by large-area, surface-treated Lamella elements 44 on the rear and side walls as well achieved by display elements 50 on the front sides, wherein front and rear sides of the maintenance housing 40 on opposite Side of the cross bar 35 are arranged. This achieves a statically favorable arrangement of Maintenance housing 40 substantially in the through the portal 30th the gantry 10 spanned plane. The attachment the display elements 50 via a plurality of vertically extending tubes 47, while the lamellar elements 44 directly are fixed to the crossbars 35. These are in accordance with 4, which shows the detail IV of FIG 2 enlarged, the vertical side edges of the lamellar elements 44 such folded at an angle, that two adjacent lamellar elements 44 congruent contiguous surfaces, on which they attached to each other and to the crossbars 35 are. This results in a simple construction of the maintenance housing 40, which preassembled on the cross bar 35 is.

In FIG 3 ist eine Schnittdarstellung längs der Linie III-III aus FIG 1 der erfindungsgemäßen Schilderbrücke 10 dargestellt. Diese Seitenansicht zeigt die zweigeschossige Ausbildung des Wartungsgehäuses 40 mit den als Wartungsstege 42 ausgebildeten Querriegeln 35, die den Innenraum des Wartungsgehäuses 40 durchsetzen und seitlich an den Seitenstützen 32 festgesetzt sind. Rück- und Seitenwände sowie das Dach des Wartungsgehäuses 40 sind aus einer Mehrzahl an Lamellenelementen 44 aufgebaut, während die Vorderseite durch über vertikale Rohre 47 am Portal 30 befestigte Anzeigeelemente 50 gebildet wird. Durch die Integration der Querriegel 35 in das Wartungsgehäuse 40 wird eine portalnahe Anordnung der Anzeigeelemente 50 erreicht, wodurch die Torsionsbelastung des Portals 30 wesentlich kleiner als im Stand der Technik ist. Zur Wartung der Signaleinrichtung 52 sind im Dach des Wartungsgehäuses 40 Klappen 46 vorgesehen, über die Zugriff auf die Signaleinrichtung 52 ermöglicht wird.In FIG 3 is a sectional view taken along the line III-III 1 of the inventive sign bridge 10 is shown. This side view shows the two-storey training of the maintenance housing 40 with the as maintenance webs 42nd trained cross bar 35, which is the interior of the maintenance housing 40 enforce and laterally on the side supports 32nd are fixed. Rear and side walls as well as the roof of the Maintenance housing 40 are made of a plurality of fin elements 44 constructed while the front through through vertical Tubes 47 attached to the portal 30 display elements 50th is formed. By integrating the cross bar 35 in the Maintenance housing 40 becomes a portal-near arrangement of the display elements 50 achieved, whereby the torsional load of the Portals 30 is substantially smaller than in the prior art. For maintenance of the signaling device 52 are in the roof of the maintenance housing 40 flaps 46 provided over access to the signaling device 52 is enabled.

Die Montage einer erfindungsgemäßen Schilderbrücke 10 ist weniger zeitaufwendig und greift in den Verkehrsfluss weniger stark ein als dies im Stand der Technik der Fall war. Ohne den Verkehrsfluss überhaupt zu beeinträchtigen, werden am vorgesehenen Aufstellungsort zunächst an den Seiten der Fahrbahn 20 Fundamente 33 gesetzt und darauf die Seitenstützen 32 des Portals 30 aufgestellt. Das Wartungsgehäuse 40 ist ebenfalls abseits der Fahrbahn 20 an die als Wartungsstege 42 ausgebildeten Querriegel 35 vormontiert. Dieses Bauteil kann dann in einem Arbeitsgang durch kurzzeitige Sperrung der Fahrbahn 20, beispielsweise 15 Minuten, mit Hilfe von Kränen über die Fahrbahn 20 eingeschwenkt und durch Befestigen der Querriegel 35 an den Seitenstützen 32 endmontiert werden.The mounting of a gantry invention 10 is less time-consuming and intervenes less in the flow of traffic strong than was the case in the prior art. Without to affect the flow of traffic at all will be on provided site initially on the sides of the road Set 20 foundations 33 and then the side supports 32nd of the portal 30. The maintenance housing 40 is also off the lane 20 to the than maintenance bars 42nd trained crossbar 35 pre-assembled. This component can then in one operation by short-term blocking of Road 20, for example 15 minutes, with the help of cranes swung over the roadway 20 and by attaching the Cross bar 35 are mounted on the side supports 32.

Claims (8)

Schilderbrücke (10) zur Verkehrsbeeinflussung über einer Fahrbahn (20), mit einem aus zwei neben der Fahrbahn (20) aufgestellten Seitenstützen (32) und mindestens einem Querriegel (35) gebildeten Portal (30), und mit einem vom Querriegel (35) getragenen Wartungsgehäuse (40), an dem der Fahrbahn (20) zugekehrte Anzeigeelemente (50) angeordnet sind und das zu seiner Begehbarkeit einen Wartungssteg (42) aufweist,
dadurch gekennzeichnet, dass der mindestens eine Querriegel (35) als Wartungssteg (42) ausgebildet ist.Sign bridge (10) for influencing the traffic over a carriageway (20), with one of two next to the roadway (20) erected side supports (32) and at least one cross bar (35) formed portal (30), and with one of the cross bar (35) worn Maintenance housing (40) on which the roadway (20) facing display elements (50) are arranged and to its accessibility a maintenance web (42),
characterized in that the at least one transverse bar (35) is designed as a maintenance web (42). Schilderbrücke nach Anspruch 1,
dadurch gekennzeichnet, dass das Portal (30) zwei übereinander angeordnete und als Wartungsstege (42) ausgebildete Querriegel (35) aufweist.Gantry bridge according to claim 1,
characterized in that the portal (30) has two superposed and designed as maintenance webs (42) cross bar (35). Schilderbrücke nach Anspruch 1 oder 2,
dadurch gekennzeichnet, dass das Wartungsgehäuse (40) geschlossen ausgebildet und aus einer Mehrzahl von Lamellenelementen (44) aufgebaut ist.Gantry bridge according to claim 1 or 2,
characterized in that the maintenance housing (40) is formed closed and constructed from a plurality of fin elements (44). Schilderbrücke nach Anspruch 3,
dadurch gekennzeichnet, dass die Lamellenelemente (44) oberflächenbehandelt, vorzugsweise lackiert oder pulverbeschichtet, sind.Gantry bridge according to claim 3,
characterized in that the lamellar elements (44) surface-treated, preferably painted or powder-coated, are. Schilderbrücke nach einem der Ansprüche 1 bis 4,
dadurch gekennzeichnet, dass die Seitenstützen (32) auf je ein Fundament (33) mit Anprallsockel (34) aufgestellt sind.A gantridge according to any one of claims 1 to 4,
characterized in that the side supports (32) are each set up on a foundation (33) with impact base (34). Schilderbrücke nach einem der Ansprüche 1 bis 5,
dadurch gekennzeichnet, dass die Anzeigeelemente (50) Anzeigetafeln, faseroptische Wechselverkehrszeichen, Anzeigen in Prismentechnik und freiprogrammierbare LCD-Textzeilen umfassen können.A gantridge according to any one of claims 1 to 5,
characterized in that the display elements (50) may comprise display panels, variable-frequency fiber optic traffic signs, prismatic displays and freely programmable LCD text lines. Schilderbrücke nach einem der Ansprüche 1 bis 6,
dadurch gekennzeichnet, dass an einer Seitenstütze (32) des Portals (30) eine Aufstiegshilfe (38) zu einem Wartungssteg (42) angeordnet ist.A gantridge according to any one of claims 1 to 6,
characterized in that on a side support (32) of the portal (30) a climbing aid (38) to a maintenance web (42) is arranged. Verfahren zur Montage einer Schilderbrücke nach einem der Ansprüche 1 bis 7,
dadurch gekennzeichnet, dass an einer Fahrbahn (20) Fundamente (33) gesetzt und darauf die Seitenstützen (32) aufgestellt werden, dass abseits der Fahrbahn (20) das Wartungsgehäuse (40) mit als Wartungsstege (42) ausgebildeten Querriegeln (35) vormontiert wird, und dass durch Befestigen der Querriegel (35) an den Seitenstützen (32) das Wartungsgehäuse (40) über der Fahrbahn (20) endmontiert wird.Method for mounting a gantry according to one of claims 1 to 7,
characterized in that on a roadway (20) foundations (33) set and the side supports (32) are placed, that off the road (20) the maintenance housing (40) with service bars (42) formed cross bars (35) is pre-assembled and in that by attaching the crossbars (35) to the side supports (32), the maintenance housing (40) is finally assembled over the carriageway (20).
EP04015906A 2003-08-01 2004-07-06 Support for devices and signs for spanning roads Expired - Lifetime EP1502999B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10335041A DE10335041B4 (en) 2003-08-01 2003-08-01 Sign bridge for traffic control over a roadway
DE10335041 2003-08-01

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EP1502999A1 true EP1502999A1 (en) 2005-02-02
EP1502999B1 EP1502999B1 (en) 2008-06-11

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AT (1) ATE398210T1 (en)
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EP1707676A1 (en) * 2005-03-15 2006-10-04 Pfeiderer Europoles GmbH & Co. KG Gantry made of extruded concrete
WO2009049384A2 (en) * 2007-10-15 2009-04-23 Bert Waumans Housing for a device for signalling and detecting, imaging and/or identifying vehicles and a device equipped therewith
WO2010106247A1 (en) 2009-03-20 2010-09-23 Sanef Road gantry
EP2985908A1 (en) 2014-08-12 2016-02-17 Aximum Variable light display structure for highway(s) with electric power supply by photovoltaic panel(s)
CN106958729A (en) * 2017-05-09 2017-07-18 维蒙特工业(中国)有限公司 A kind of road portal frame with liftable video camera
CN108766030A (en) * 2018-04-27 2018-11-06 榛硕（武汉）智能科技有限公司 The vehicle-mounted anti-early warning system to knock into the back
CN110565505A (en) * 2019-09-10 2019-12-13 武汉中交交通工程有限责任公司 Lightweight bridge ETC plane truss structure

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DE102018214594A1 (en) * 2018-08-29 2020-03-05 Michael Fischer Modular bridging system

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DE10239679A1 (en) * 2001-08-27 2003-03-20 Indumetal Gmbh S R L Support frame for traffic information indicators above roadways has footbridge of platform with welded stiffener panel below it, and raised sides with perforations for connection of handrails, traffic signs, and sensor devices l
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Cited By (12)

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Publication number Priority date Publication date Assignee Title
EP1707676A1 (en) * 2005-03-15 2006-10-04 Pfeiderer Europoles GmbH & Co. KG Gantry made of extruded concrete
WO2009049384A2 (en) * 2007-10-15 2009-04-23 Bert Waumans Housing for a device for signalling and detecting, imaging and/or identifying vehicles and a device equipped therewith
BE1017814A3 (en) * 2007-10-15 2009-08-04 Waumans Bert DEVICE FOR PHOTOGRAPHY AND / OR MOVIES OF A VEHICLE AND A PHOTOGRAPHERATION STATION THAT CAN BE USED IN SUCH DEVICE.
WO2009049384A3 (en) * 2007-10-15 2009-10-22 Bert Waumans Housing for a device for signalling and detecting, imaging and/or identifying vehicles and a device equipped therewith
WO2010106247A1 (en) 2009-03-20 2010-09-23 Sanef Road gantry
US8816877B2 (en) 2009-03-20 2014-08-26 Sanef Road gantry
EP2985908A1 (en) 2014-08-12 2016-02-17 Aximum Variable light display structure for highway(s) with electric power supply by photovoltaic panel(s)
FR3024929A1 (en) * 2014-08-12 2016-02-19 Aximum VARIABLE LUMINOUS DISPLAY STRUCTURE FOR ELECTRIC POWER SUPPLY (S) CIRCULATION (S) BY PHOTOVOLTAIC (X) PANEL (S).
US9590555B2 (en) 2014-08-12 2017-03-07 Aximum Structure of variable light display for vehicle traffic lane(s) electrically power supplied by photovoltaic panels
CN106958729A (en) * 2017-05-09 2017-07-18 维蒙特工业(中国)有限公司 A kind of road portal frame with liftable video camera
CN108766030A (en) * 2018-04-27 2018-11-06 榛硕（武汉）智能科技有限公司 The vehicle-mounted anti-early warning system to knock into the back
CN110565505A (en) * 2019-09-10 2019-12-13 武汉中交交通工程有限责任公司 Lightweight bridge ETC plane truss structure

Also Published As

Publication number Publication date
DE502004007347D1 (en) 2008-07-24
DE10335041A1 (en) 2005-03-10
EP1502999B1 (en) 2008-06-11
ATE398210T1 (en) 2008-07-15
DE10335041B4 (en) 2005-08-04

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