WO2003080936A1 - Support pour appareils et panneaux prevu pour enjamber des routes et des voies - Google Patents

Support pour appareils et panneaux prevu pour enjamber des routes et des voies Download PDF

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Publication number
WO2003080936A1
WO2003080936A1 PCT/DE2003/000850 DE0300850W WO03080936A1 WO 2003080936 A1 WO2003080936 A1 WO 2003080936A1 DE 0300850 W DE0300850 W DE 0300850W WO 03080936 A1 WO03080936 A1 WO 03080936A1
Authority
WO
WIPO (PCT)
Prior art keywords
vertical
struts
support struts
horizontal support
horizontal
Prior art date
Application number
PCT/DE2003/000850
Other languages
German (de)
English (en)
Inventor
Karl Hubbauer
Manfred Zeissel
Wolfgang HÖFFNER
Original Assignee
Alpine Project Technology Gmbh
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Alpine Project Technology Gmbh filed Critical Alpine Project Technology Gmbh
Priority to EP03722215A priority Critical patent/EP1488044A1/fr
Priority to AU2003229492A priority patent/AU2003229492A1/en
Publication of WO2003080936A1 publication Critical patent/WO2003080936A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • 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 present invention relates to a device and / or sign carrier for use on wider motor vehicle or narrower shipping lanes with a support-free carrying length of approximately 10 m to approximately 50 m and more.
  • Device carriers of this type are particularly interesting for the installation of new toll monitoring devices which are intended to carry identification units for automatic toll billing.
  • the advantage of such toll systems is the lack of any toll stations that interrupt the flow of traffic.
  • the task of the monitoring devices is automatic vehicle detection, which requires the arrangement of radio receivers or scanners in order to either receive an identification signal in the form of a radio signal from the passing vehicles or to automatically scan the passing vehicle and from the scan image the official registration number and thus the billing address or booking address.
  • the latter method requires an absolutely precise and vibration-free alignment of the device and this at higher wind speeds and gusts of more than 100 km / h.
  • the device carrier should also be usable for appropriate monitoring of smaller waterways.
  • signs or only signs should be able to be held by the device carrier in order to create the most universal possible application for the device carrier.
  • the invention provides for a lightweight construction based on foundations consisting of vertical girders and a horizontal girder bridge running between them.
  • the overall construction is preferably made of rustproof or rustproof treated or coated steel tubes.
  • the device carrier can be represented as a plurality of vertically supported and horizontally mounted carrier bridges, which is particularly advantageous when spanning multi-lane motorways, where the number of vertical carriers corresponds to the number of horizontal bridges + 1.
  • Each vertical beam is held on a foundation and consists of two vertical support struts arranged one behind the other in the street direction or parallel to the street direction, which are connected to each other by truss-like diagonal struts.
  • the length of the foundation in the direction of travel preferably clearly exceeds the distance between the two braced vertical support struts, which is preferably between 0.5 and 1.5 m.
  • the length of the foundation preferably corresponds to approximately twice the distance between the two braced vertical support struts.
  • the two interconnected struts together form a vertical support that receives one end of a horizontal support bridge.
  • the horizontal girder bridge consists of four horizontal support struts running parallel to each other, which can be arranged in a rectangular or trapezoidal cross-sectional view.
  • the horizontal or horizontal support struts are also connected to each other by truss-like diagonal struts, so that there is a very torsion-resistant beam-like truss structure with a rectangular or trapezoidal cross-section.
  • the horizontal girder bridge is connected at both ends to a vertical girder.
  • each end of a horizontal support strut is connected to fastening points of the vertical supports and in this case two horizontal support struts are preferably each attached directly to the vertical support struts of the vertical supports.
  • the diameter of the vertical and horizontal support struts is preferably at least 1.5 times as large as the diameter of the diagonal struts connecting them, as a result of which a very light, yet connection-rigid construction is realized.
  • the diameters of the vertical support struts of the vertical supports are preferably at least twice as large as the diameter of the horizontal support struts of the horizontal support bridge.
  • a walkable floor is preferably formed between the two lower horizontal support struts of the horizontal support bridge, which are located on the same vertical level, so as to allow access to the devices and / or signs held by the device carrier during ongoing traffic. Maintenance can be carried out in this way, without affecting current traffic.
  • provision can be made for the devices to be movably guided on rails, so that the devices can be moved out of the area above the carriageways during maintenance and are therefore accessible from the side for maintenance.
  • a mounting platform or assembly ladder or the like is then preferably arranged on the vertical supports in order to enable simple and easy maintenance, installation or repair of the device. After maintenance of the device, the device is then z. B.
  • the foundations for holding the vertical beams are preferably elongated, e.g. B. ellipsoid or oval, whereby the foundation in the transverse direction of the street takes up little space and can therefore be installed both in tight spaces without unduly affecting traffic.
  • the foundation is significantly longer than the distance between the two vertical support struts, preferably at least twice as large as the distance between the two support struts. In this way, a high level of security of the entire construction against collision and / or wind pressure is ensured.
  • the building regulations for collision safety of the foundations are taken into account in a simple manner.
  • the foundations preferably protrude upwards from the ground by about 0.5 to 1.5 m, which results in greater collision safety.
  • the diagonal struts between the horizontal and vertical support struts are preferably inclined at an angle of 30 to 60 degrees or 120 to 150 degrees to the corresponding support struts, whereby on the one hand a very stable and on the other hand very light construction is realized, which due to its "airiness" offers only a low wind resistance, while at the same time offering torsional and vibration resistance.
  • cross struts e.g. B. be provided between the horizontal support struts.
  • horizontal struts can be arranged as railings in the diagonal bracing area of superimposed horizontal support struts.
  • the construction has fastening elements arranged in a defined manner, e.g. B. in the form of eyelets, tabs or the like, in this way the attachment of different elements such. B. ladders, assembly trolleys or the like.
  • the vertical support struts are preferably subdivided below the horizontal support bridge by a mounting flange with a horizontal surface and a vertical axis, in order to facilitate the assembly of the support bridge on site.
  • the mounting flange is preferably self-centering in a manner known per se.
  • Each part of the vertical support strut lying above the mounting flange preferably has two lateral fastening flanges one above the other, to which the horizontal support struts which are at different levels are fastened.
  • the horizontal girder bridge can be made from several horizontally interconnected modules in order to be able to implement different lengths. So z. B. on a base bridge part with a length of about 12 m additional extension pieces with a length of 1.20 m are flanged. Preferably, many times smaller extensions for an exact adjustment of the length of the overall construction can be achieved if adapter pieces of different lengths can be fitted between the longitudinal ends of the horizontal support struts and the fastening flanges of the upper sections of the vertical support struts. If e.g. B. Adapter pieces of 48 and 24 cm in length are provided, all lengths from 12 m can be set precisely in a length grid of 24 cm.
  • the provision of the mounting flanges with a vertical axis also facilitates the mounting of the horizontal support bridge, which is prefabricated with the upper sections of the vertical support struts and the adapter pieces before final assembly, so that now only four self-centering mounting flanges with a horizontal flange surface need to be attached on site. which allows an extremely fast assembly of the girder bridge.
  • FIG. 1 shows a front view of the device carrier according to the invention from the street
  • Figure 2 is a side view of the equipment carrier transverse to the direction of the road
  • FIG. 3 shows a top view of the equipment carrier
  • Figure 4 shows a detail of the preferred embodiment of the equipment carrier of FIGS. 1 to 3 with additional mounting flanges.
  • FIG. 1 shows an embodiment of a device carrier 10, comprising two vertical supports 12 between which a horizontal support bridge 14 is held.
  • Each vertical support 12 stands on concrete foundations 16, on the upper side of which anchors 18 are provided for vertical support struts 20.
  • two vertical support struts 20 are arranged one behind the other in the depth of the image (FIG. 1), both of which are fastened on the same foundation 16.
  • the foundation 16 has a portion 22 extending deeply into the floor and a portion 26 extending upward from the floor which, as can be seen better in FIG. 3, has the shape of a boat or an oval or ellipsoid.
  • the vertical support struts 20 comprise a lower part 28, which is fastened to the anchors 18 of the foundations 16 and ends in a horizontal mounting flange 30 on its upper side. Above the mounting flange 30, the upper part 32 of the vertical support struts 20 extends to the upper end of the vertical support.
  • the horizontal support bridge 14 is fastened to the upper part 32 of the vertical support struts 20 in a manner specified in more detail later.
  • the horizontal girder bridge consists of two upper horizontal support struts 34, 36 and two lower 38, 40, the upper support struts 34, 36 lying one behind the other in the plane of the drawing in the same way as the lower support struts 38, 40.
  • the upper and lower support struts 34, 38, 36, 40 are each connected to one another by technical-type diagonal struts 42 and possibly cross struts 43.
  • the four horizontal support struts of the support bridge form a rectangle in cross section (FIG. 2) and the area between the lower horizontal support struts 38, 40 is preferably equipped with a walkable floor, so that the horizontal support bridge is used by maintenance personnel for the maintenance of devices 44, 46 can be.
  • safety railings 48 are also provided on the horizontal girder bridge 14. From the horizontal girder bridge 14 there is thus direct access to the devices 44 which are held on the girder bridge itself, as well as to the bones 46 which are held on a vertical girder 12 on the median strip of the motorway.
  • these devices 46 can be moved into the maintenance position shown by reference numeral 46a via a slide guide 50, so that these devices 46 can be serviced without having to climb down on the carrier 12 , This is particularly important if the carrier - as in the exemplary embodiment - is arranged on a narrow median strip of a motorway.
  • the equipment rack 10 is designed for spanning at least two-lane roads, but especially for highways with six and mine lanes.
  • the present illustration shows the overvoltage of a highway with three lanes 52 and one standing lane 54.
  • the foundations 16 of the equipment carrier 10 are secured to the roadway side by guardrails 56, also to the oncoming lane 58. It goes without saying that there is one on the left vertical carrier 12 can extend the additional horizontal support bridge spanning the opposite lane 58, which is identical to the illustrated support bridge 14.
  • FIG. 2 shows the side view of the equipment carrier 10 from FIG. 1. This view very nicely shows the diagonal struts 42 which run between the front and rear vertical support struts 20 and which considerably improve the rigidity of the overall construction.
  • the anchors 18 are fastened in the concrete foundation part 26 in a kind of internal reinforcement in the form of anchor baskets 62.
  • the rectangular space which is formed by the four horizontal support struts 34 36 38 40, can be seen very clearly.
  • This space represents the secured walk-in space for the maintenance of the devices, a walk-in floor being let in between the lower horizontal support struts 38, 40, so that the devices 44, 46 are easy to maintain.
  • the construction is extremely rigid and torsionally rigid and can withstand high wind pressures. This is particularly important in the case of devices 44, 46 which comprise scanners, the functionality of which depends on exact positioning.
  • FIG. 3 shows the overall arrangement in supervision, here the oval shape of the foundation parts 26 of the foundations 16 protruding from the ground is well expressed.
  • FIG. 4 shows the connection of the horizontal support bridge 14 to the vertical support 12 in more detail.
  • the vertical support strut 20 of the vertical support 12 consists of the lower part 28, the upper side of which extends up to the horizontal mounting flange 30. This is where the upper part 32 of the vertical support strut 20 begins. From this upper part 32 two fastening flanges 64 branch off at a distance of approximately 1.8 to 2.5 m, to which connecting pieces 66 are flanged, which have a flange part 68 at one end for connection to the mounting flange 64 of the upper parts 32 of the horizontal support struts. From this flange part 68, a cylindrical tube 70 extends to a tab 72, which is shown in the figure at the bottom right in two views rotated by 90 degrees.
  • the horizontal girder bridge can be corrected to any length dimensions as well as inclinations.
  • the horizontal girder bridge 14 is composed of a basic module of a certain length z. B. 12 or 24 m and additional modules with a length of eg 1.20 m, which are simply flanged to the ends of the horizontal support struts. In this way, any distances can be covered in a linear pattern of 1, 20.
  • the adapter pieces 66 are of different lengths, e.g. B.
  • 4S and 24 cm can be used to cover all intermediate lengths. In this way, the fineness of the resolution of the length grid can be increased to 24 cm.
  • the different lengths of adapter pieces 66 can be used to allow a certain inclination of the horizontal support bridge 14 during assembly, for. B. in cases where the highway itself is designed slightly inclined outwards, which is particularly advantageous for water drainage. Different lengths of adapter pieces are used here to compensate for the inclination.
  • the tabs 72, 76 can compensate for a slight tilting through vertical elongated holes in the associated screw fastenings 78.
  • cross struts 43 can of course also be provided to increase the rigidity and / or for safety reasons for the accessible area.
  • the horizontal support bridge 14 can contain all components up to the horizontal mounting flanges 30, i.e. be integrated with the upper part 32 of the vertical support struts 20.
  • the horizontal support bridge with the adapter pieces 66 and the upper parts 32 of the vertical support struts are preferably preassembled, so that only the four assembly flanges 30, preferably self-centering via domes etc., need to be connected at the construction site.
  • the connections on the brackets 72, 76 can be loosened again briefly, in particular to enable an inclination adjustment.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

L'invention concerne un support (10) pour appareils (44, 46) et/ou panneaux prévu pour enjamber des routes et des voies, en particulier des autoroutes (52, 54). Ce support comprend des bases (16) s'étendant dans le sens longitudinal de la route et destinées à recevoir des ancrages (18) pour au moins deux étais de soutien verticaux (20), fixés aux ancrages, formant un support vertical (12) et reliés l'un à l'autre par des entretoisements diagonaux en treillis (42). Ces supports verticaux (20) présentent, dans leur zone supérieure, des points de fixation permettant la liaison avec un pont support horizontal (14). Ce pont support horizontal (14) comprend quatre étais de soutien horizontaux (34, 36, 38, 40) s'étendant parallèlement les uns par rapport aux autres et à section transversale rectangulaire, ledit pont support étant maintenu entre deux supports verticaux (12). Les étais de soutien horizontaux (34, 36, 38, 40) du pont support horizontal sont reliés par des entretoisements diagonaux en treillis (42). La distance verticale entre les étais de soutien inférieurs (38, 40) et supérieurs (34, 36) est d'au moins 1 m et la distance horizontale entre les étais de soutien avant (34,38) et arrière (36, 40) est d'au moins 0,5 m. Des dispositifs de fixation (50) pour panneaux et/ou appareils (44, 46) sont également installés sur les supports verticaux et/ou sur le pont support horizontal.
PCT/DE2003/000850 2002-03-22 2003-03-17 Support pour appareils et panneaux prevu pour enjamber des routes et des voies WO2003080936A1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP03722215A EP1488044A1 (fr) 2002-03-22 2003-03-17 Support pour appareils et panneaux prevu pour enjamber des routes et des voies
AU2003229492A AU2003229492A1 (en) 2002-03-22 2003-03-17 Support for devices and signs for spanning roads and streets

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE20204634.6 2002-03-22
DE20204634U DE20204634U1 (de) 2002-03-22 2002-03-22 Träger für Geräte und Schilder zum Überspannen von Straßen und Wegen

Publications (1)

Publication Number Publication Date
WO2003080936A1 true WO2003080936A1 (fr) 2003-10-02

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ID=7969293

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/DE2003/000850 WO2003080936A1 (fr) 2002-03-22 2003-03-17 Support pour appareils et panneaux prevu pour enjamber des routes et des voies

Country Status (4)

Country Link
EP (1) EP1488044A1 (fr)
AU (1) AU2003229492A1 (fr)
DE (1) DE20204634U1 (fr)
WO (1) WO2003080936A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1502999A1 (fr) * 2003-08-01 2005-02-02 Siemens Aktiengesellschaft Portique de signalisation
EP3431661A1 (fr) 2017-07-20 2019-01-23 Ortana Elektronik Yazilim Taah. San. ve Tic. A.S. Structure pour supporter un dispositif d'informations ou de surveillance au-dessus d'une route

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10244352A1 (de) * 2002-09-24 2004-04-01 alpine project technology ges. m.b.h. Geräteträger
BE1017814A3 (nl) * 2007-10-15 2009-08-04 Waumans Bert Inrichting voor het fotograferen en/of filmen van een voertuig en een fotografeerstation dat kan worden gebruikt in zulke inrichting.
FR2943357B1 (fr) 2009-03-20 2013-10-25 Sanef Portique routier.
ES2554555B1 (es) * 2014-06-18 2016-09-27 Jiménez Belinchón, S.A. Estructura metálica tubular regulable para porticos, banderolas y similares

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3564783A (en) * 1969-08-05 1971-02-23 Fosco Fabricators Inc Superhighway driver direction structure erectible in the field
DE4315779A1 (de) * 1993-05-12 1994-11-17 Bernd Klein Tragsystem, insbesondere für Verkehrs- und Wegweiseinrichtungen

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3564783A (en) * 1969-08-05 1971-02-23 Fosco Fabricators Inc Superhighway driver direction structure erectible in the field
DE4315779A1 (de) * 1993-05-12 1994-11-17 Bernd Klein Tragsystem, insbesondere für Verkehrs- und Wegweiseinrichtungen

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1502999A1 (fr) * 2003-08-01 2005-02-02 Siemens Aktiengesellschaft Portique de signalisation
EP3431661A1 (fr) 2017-07-20 2019-01-23 Ortana Elektronik Yazilim Taah. San. ve Tic. A.S. Structure pour supporter un dispositif d'informations ou de surveillance au-dessus d'une route

Also Published As

Publication number Publication date
DE20204634U1 (de) 2002-08-01
AU2003229492A1 (en) 2003-10-08
EP1488044A1 (fr) 2004-12-22

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