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EP1898001B1 - Elément de pont - Google Patents

Elément de pont Download PDF

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Publication number
EP1898001B1
EP1898001B1 EP07017165A EP07017165A EP1898001B1 EP 1898001 B1 EP1898001 B1 EP 1898001B1 EP 07017165 A EP07017165 A EP 07017165A EP 07017165 A EP07017165 A EP 07017165A EP 1898001 B1 EP1898001 B1 EP 1898001B1
Authority
EP
European Patent Office
Prior art keywords
ramp
base
bridge
feature
element according
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.)
Not-in-force
Application number
EP07017165A
Other languages
German (de)
English (en)
Other versions
EP1898001A3 (fr
EP1898001A2 (fr
Inventor
Lothar Emrich
Walter Schwebius
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
General Dynamics European Land Systems Bridge Systems GmbH
Original Assignee
General Dynamics Santa Barbara Sistemas 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 General Dynamics Santa Barbara Sistemas GmbH filed Critical General Dynamics Santa Barbara Sistemas GmbH
Priority to PL07017165T priority Critical patent/PL1898001T3/pl
Publication of EP1898001A2 publication Critical patent/EP1898001A2/fr
Publication of EP1898001A3 publication Critical patent/EP1898001A3/fr
Application granted granted Critical
Publication of EP1898001B1 publication Critical patent/EP1898001B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D15/00—Movable or portable bridges; Floating bridges
    • E01D15/12—Portable or sectional bridges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D15/00—Movable or portable bridges; Floating bridges
    • E01D15/12—Portable or sectional bridges
    • E01D15/127—Portable or sectional bridges combined with ground-supported vehicles for the transport, handling or placing of such bridges or of sections thereof

Definitions

  • the invention relates to bridge elements, carry on a transport and laying vehicle with installation device, in particular a laying armor, for the formation of either short bridges or long bridges.
  • a short bridge of 11 m in length was later constructed according to the design principle of the long bridge, which can be laid with the same laying device.
  • the laying equipment itself was modified so that the installation armor can transport and lay either one long bridge or two short bridges.
  • a generic bridge element known. This consists essentially of a fixed ramp, a pivoting deck plate as upper flange of a truss and a lower flange.
  • the deck plate is articulated by means of a hinge on the fixed ramp and has a hinged, with the lower flange lockable Rampenspitze.
  • the movable deck plate is raised or lowered by means of a hydraulic cylinder which is either mounted on the laying vehicle or on the lower belt. So that the truss thus formed is statically determined and functional, the lower belt is designed rigid.
  • the ramp tip is a mainstay of the truss and therefore also has to be rigidly dimensioned.
  • the movable deck slab is loaded under load with local bending and normal forces, regardless of whether they are used as a short bridge or as part of a Long bridge is used.
  • the rigidity of the bridge framework is achieved solely by the firm locking of the deck plate and bottom flange.
  • This bridge element for the formation of laying by means of a laying vehicle optionally short or long bridges is known from the EP 0 916 769B ,
  • This bridge element has a single hinged ramp with a folding ramp tip and a lower flange, formed by two flexible drawstrings, which are connected in the folding ramp by a cross member to ensure the necessary stability and shape.
  • This ramp extends over half the length of the bridge element. In the raised position of the ramp, the ramp tip is rigidly connected to a coupling attached to the lower flange. At the free end of the Ceite Switzerlandkupplitch are provided. To complete the long bridge couplings are also provided on the upper chords, with simple jaw clutches are sufficient, since only pressure forces prevail.
  • the EP 0 757 131 B1 describes a coupling system for the connection of bridge modules.
  • the rollers are attached to the bridge, the raceways to the publisher.
  • the GB 2 251 448 A describes a generic Bückelement with the features of the preamble of claim 1.
  • the present invention has for its object to provide bridge elements that are very variable in the application and can be coupled in any number to a bridge as needed.
  • the vertical movement of the ramps is also used for the function of the laying system.
  • the roller sets are attached to the bridge element, the roller tracks are located on the laying device.
  • This has the advantage that all components that could be subject to wear during the laying process, are easily replaceable.
  • the guideways of the laying device carried on the laying vehicle can be made of wear-resistant steel.
  • the support structure of the bridge elements is not directly stressed by the wear.
  • the weight of the bridge elements is not increased.
  • the attached to the ramp base guide role is in the formation of a short or long bridge by partial inclination of the laying device during horizontal displacement of the bridge elements or lowering the same on the track automatically each in the correct position below or above the guideway of the laying device or a special, there mounted Aufrichteschiene brought without the need for a special control device.
  • the control roller attached to the ramp base is used in combination with the support roller arranged on the base element for supporting the pre-assembly moments.
  • two anti-tip devices can be arranged on the base element, which prevent the tilting or displacement of the projecting base element in the construction of a long bridge.
  • a double role can be mounted under the support roller.
  • This role pair has no function in the equilibrium case. However, it forms a stable three-point support, which prevents oscillation of the projecting bridge.
  • the stem of the total bridge it temporarily takes over the support of the weight moments of the cantilevered bridge part. In the intermediate positions, it assumes an additional stabilizing function.
  • the joint between the base element and the ramp base is a concealed, continuous hinge band.
  • the base element and the ramp base are dimensioned in the region of the roadway as a pressure belt.
  • jaw clutches are provided at the ends of this pressure belt.
  • the lower flange is dimensioned as a tension belt, wherein at the ends of the Switzerlandgurts Switzerlandkupplungen are provided.
  • the ramp tip is supported against the ramp base both in the raised and in the lowered position by means of pressure surfaces. So that it can also absorb weight or contact forces.
  • Another task of the Rampenspitze is to protect the lower flange couplings in the collision area and the pressure bars of the upper belt against contamination and damage.
  • ramp tips and lower straps are positively coupled to stabilize the cantilevered bottom straps against lateral forces.
  • a mechanism is permanently installed in the bridge element, which couples the pivotal movement of the movable ramp base with the pivotal movement of the movable ramp tip.
  • all highly loaded parts of the bridge element for example, the pressure surfaces made of steel, all other parts of a light metal alloy, preferably a high-strength light metal alloy.
  • Fig. 1 shows a short bridge, formed by a single bridge element 10. This has a fixed base element 1, at its two ends a ramp formed by a ramp base 2 and a hinged thereto Rampenspitze 3, is articulated. As hinge between base element 1 and ramp base 2, a concealed hinge joint is suitable. The length of the ramps 2, 3 is about one quarter of the length of the bridge element. Under the ramps 2, 3 and the base member 1 run tension straps 1 '.
  • Fig. 2 shows the bridge element 10 of Fig. 1 rebuilt so that it can be used as a middle element in a multi-modular bridge.
  • the ramp bases 2 are pivoted so far that they form a flat roadway 9 with the fixed base element 1, and rigidly connected to the base element 1.
  • the ramp tips 3 are folded down and placed by means of positive clutches 15 on the lower chords 1 '. As a result, the lower chords 1 'are stabilized against lateral forces. Details are based on the Fig. 5 clarified.
  • Fig. 3 shows a consisting of two bridge elements 10 two-modular long bridge.
  • the end ramps 2, 3 are as in the Fig. 1 worked down.
  • the Rampenbasen 2 located in the middle of the long bridge are as in the Fig. 2 pivoted upwards and are supported by the downwardly folded Rampenspitzen 3 in this position. This creates a continuous flat roadway 9.
  • the base elements 1 and the ramp bases 2 are formed in the region of the roadway 9 as compression straps.
  • they are equipped at the coupling point with pressure couplings 4 '.
  • these are positive pressure strips that transmit not only compressive forces but also lateral forces.
  • the lower straps 1 ' are formed as Wergurte and provided at the junction with Werkupplungen 4.
  • these are jaw clutches.
  • the bridge elements 10 are equipped on the base elements 1 with three support rollers 5.
  • two anti-tippers 5 ' can be arranged with mutual horizontal distance, to prevent the moving on the laying device short or long bridges oscillate uncontrollably.
  • the vertical distance between the roller 5 and anti-tip 5 ' is on the on the Laying vehicle entrained installation device ( Fig. 8 ) Voted.
  • the anti-tippers can also be designed as a role.
  • Fig. 1 to 3 is located in each case a control roller 6 on one side and / or the other side of the ramp bases 2.
  • These control rollers 6 are positioned so that when the ramp base 2 ( Fig. 1 ) below the guide rail of the laying device ( Fig. 8 ), with raised ramp base 2 ( Fig. 2 ), however, are at the height of the support roller 5.
  • This is achieved by a horizontal or vertical movement of the bridge element 10 during installation in cooperation with an erecting rail A, A 'provided on the laying device (FIG. Fig. 6 respectively.
  • Fig. 7 and Fig. 8 causes.
  • the movements of the bridge elements 10 are also used during the laying process for setting the desired bridge length, without an additional adjustment mechanism is needed. This ensures that both short bridges and long bridges can be mounted and laid with the laying device without modifications.
  • Fig. 4 shows on an enlarged scale a section of the Fig. 1 ,
  • the ramp base 2 is designed as a box profile with a U-shaped cross section. It has two prepared coupling openings 12, 13, so that by means of coupling bolts (not shown), a rigid connection with the base element 1 can be made.
  • the ramp tip 3 is hinged by means of a joint 14, which is supported in the position shown against the ramp base 2, wherein suitable support surfaces are provided of steel. In this position, both the ramp base 2 and the ramp tip 3 can transmit weight forces to the pad, for example a river bank.
  • Fig. 5 shows on an enlarged scale a section of the Fig. 2 ,
  • the ramp base 2 is pivoted upwards and forms, together with the base element 1, the continuous flat roadway 9.
  • the ramp base 2 is rigidly coupled to the base element 1 via the bolt opening 12 and a push-through coupling bolt (not shown).
  • the Rampenspitze 3 is pivoted downwards and is in a positive coupling 15 on the lower flange 1 '. Thanks to the positive coupling 15, the ramp tip 3 can stabilize the lower flange 1 'against lateral forces.
  • Fig. 6 shows a section on an enlarged scale Fig. 2 ,
  • the ramp base 2 is erected by the vertical movement (C) of the base element 1.
  • the control roller 6 applies during the vertical movement of the base member 1 to the laying device ( Fig. 8 ) provided Aufrichteschiene A and thereby erected on the ramp base 2.
  • Fig. 7 also shows in enlarged scale another section Fig. 2 ,
  • the erection of the ramp base 2 is carried out by a horizontal movement B of the base member 1.
  • the control roller 6 runs on the ramp of a Aufrichteschiene A 'of the laying device ( Fig. 8 ) and thereby establishes the ramp base 2.
  • Fig. 8 shows purely schematically a laying vehicle 20, here in the form of a laying armor.
  • the laying device 21 has already been extended to the laying position.
  • the bridge element 10 is fully advanced on the laying device 21.
  • the control roller 6 is located below the Aufrichteschiene 22, so that the ramp base 2 and 3 Rampenspitze are in the extended position and thus form a ramp, as in the Fig. 1, 3rd and 4 shown.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Auxiliary Methods And Devices For Loading And Unloading (AREA)
  • Measuring Fluid Pressure (AREA)
  • Pressure Sensors (AREA)
  • Packaging Of Annular Or Rod-Shaped Articles, Wearing Apparel, Cassettes, Or The Like (AREA)
  • Road Paving Structures (AREA)

Claims (13)

  1. Élément de pont (10), pouvant être emporté sur un véhicule (20) de transport et de pose pourvu d'un dispositif de pose (21), notamment sur un véhicule blindé de pose, pour former au choix des ponts courts ou des ponts longs, comprenant pour l'essentiel
    - un élément de base (1), réalisé sous la forme d'un support rigide en flexion avec une membrure inférieure (1') et une chaussée (9),
    - et au moins une rampe articulée sur l'élément de base (1), constituée d'une base de rampe (2) sur laquelle une extrémité de rampe (3) est articulée de manière mobile,
    caractérisé par les caractéristiques suivantes :
    - des rampes sont articulées aux deux extrémités de l'élément de base (1),
    - la base de rampe (2)
    - est réalisée sous forme de profilé en U rigide en flexion ou de poutre en caisson fermé
    - et peut, à l'aide d'accouplements (12, 13), être accouplée de manière rigide en flexion à l'élément de base (1) tant dans la position relevée que dans la position abaissée,
    - l'extrémité de rampe (3)
    - est articulée sur la base de rampe (2),
    - forme dans sa position finale déployée la rampe avec la base de rampe (2),
    - et repose dans sa position finale repliée sur la membrure inférieure (1'),
    - la longueur de l'extrémité de rampe (3) et la position des accouplements (12, 13) sont harmonisées de telle sorte que la base de rampe (2) forme dans sa position relevée une chaussée plane (9) avec l'élément de base (1),
    - des accouplements de traction (4) sont prévus aux extrémités libres des membrures inférieures (1'),
    - des accouplements de poussée (4') sont prévus aux extrémités libres de la base de rampe (2),
    - des éléments porteurs avec des rouleaux porteurs (5) se trouvent sur l'élément de base (1),
    - des éléments de commande avec un rouleau de commande (6) se trouvent sur la base de rampe (2),
    - les éléments porteurs et de commande (5, 6) coopèrent
    - avec le dispositif de pose (21) emporté sur le véhicule (20),
    - et avec un rail de redressement (22) prévu sur le dispositif de pose (21).
  2. Élément de pont selon la revendication 1, caractérisé par la caractéristique suivante :
    - deux sécurités anti-basculement (5') sont de préférence installées sur l'élément de base (1).
  3. Élément de pont selon la revendication 1, caractérisé par la caractéristique suivante :
    - les éléments porteurs (5) sur l'élément de base (1) comprennent aussi des rouleaux doubles.
  4. Élément de pont selon la revendication 1, caractérisé par la caractéristique suivante :
    - l'articulation (11) entre l'élément de base (1) et la base de rampe (2) est une bande continue de charnière disposée en étant masquée.
  5. Élément de pont selon la revendication 1, caractérisé par la caractéristique suivante :
    - l'élément de base (1) et la base de rampe (2) sont réalisés sous forme de membrure de poussée dans la région de la chaussée (9).
  6. Élément de pont selon la revendication 5, caractérisé par la caractéristique suivante :
    - des accouplement de poussée (4') à engagement positif, avec transmission de force transversale, sont prévus sur la membrure de poussée.
  7. Élément de pont selon la revendication 1, caractérisé par la caractéristique suivante :
    - la membrure inférieure (1') est souple en flexion.
  8. Élément de pont selon la revendication 1, caractérisé par la caractéristique suivante :
    - l'extrémité de rampe (3) s'appuie, dans la position relevée comme dans la position abaissée, à l'aide de surfaces de pression (3') contre la base de rampe (2).
  9. Élément de pont selon la revendication 8, caractérisé par la caractéristique suivante :
    - il existe un accouplement (15) à engagement positif entre l'extrémité de rampe (3) et les membrures inférieures (1').
  10. Élément de pont selon la revendication 1, caractérisé par les caractéristiques suivantes :
    - l'élément de base (1) est réalisé sous forme de poutre en U ouvert vers le bas,
    - la base de rampe (2) est réalisée sous forme de poutre en caisson.
  11. Élément de pont selon la revendication 1, caractérisé par la caractéristique suivante :
    - un rail de redressement (A) est prévu sur le dispositif de pose (21) et, à l'aide du rouleau de commande (6), il redresse la base de rampe (2) lors d'un mouvement vertical (C) de l'élément de base (1).
  12. Élément de pont selon la revendication 1, caractérisé par la caractéristique suivante :
    - un rail de redressement avec rampe (A') est prévu sur le dispositif de pose (21) et, à l'aide du rouleau de commande (6), il redresse la base de rampe (2) lors d'un mouvement horizontal (B) de l'élément de base (1).
  13. Élément de pont selon l'une des revendications 1 à 12, caractérisé par les caractéristiques suivantes :
    - toutes les pièces fortement sollicitées sont constituées d'acier,
    - les autres pièces sont constituées d'un alliage léger.
EP07017165A 2006-09-08 2007-09-01 Elément de pont Not-in-force EP1898001B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL07017165T PL1898001T3 (pl) 2006-09-08 2007-09-01 Element mostowy

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102006042251A DE102006042251A1 (de) 2006-09-08 2006-09-08 Brückenelement

Publications (3)

Publication Number Publication Date
EP1898001A2 EP1898001A2 (fr) 2008-03-12
EP1898001A3 EP1898001A3 (fr) 2009-09-09
EP1898001B1 true EP1898001B1 (fr) 2011-01-05

Family

ID=38668723

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07017165A Not-in-force EP1898001B1 (fr) 2006-09-08 2007-09-01 Elément de pont

Country Status (8)

Country Link
EP (1) EP1898001B1 (fr)
KR (1) KR101191325B1 (fr)
AT (1) ATE494428T1 (fr)
AU (1) AU2007216680B2 (fr)
CL (1) CL2007002596A1 (fr)
DE (2) DE102006042251A1 (fr)
PL (1) PL1898001T3 (fr)
SG (1) SG141334A1 (fr)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010055574B4 (de) * 2010-12-21 2012-08-09 General Dynamics European Land Systems-Germany Gmbh Modulares Brückenelement
DE102014107901A1 (de) * 2014-06-04 2015-12-17 Krauss-Maffei Wegmann Gmbh & Co. Kg Verlängerungselement für eine verlegbare Brücke
CN107022948B (zh) * 2017-04-25 2019-01-22 湖南工业大学 一种缓解市内交通拥堵的通行方法及装置
CN109629396B (zh) * 2019-01-29 2021-01-15 西安理工大学 一种城市人行天桥便捷架设应急车
CN113832831B (zh) * 2021-11-09 2024-05-24 中国人民解放军国防科技大学 一种模块化气撑车辙式桥梁
CN117071399A (zh) * 2023-06-21 2023-11-17 中国人民解放军63983部队 一种下撑式加强的可变坡桥节

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3517724A1 (de) * 1984-09-10 1986-03-20 Dr.Ing.H.C. F. Porsche Ag, 7000 Stuttgart Verlegesystem fuer brueckenelemente
DE3719508A1 (de) * 1987-06-11 1988-12-22 Krupp Gmbh Vorrichtung zum absenken bzw. anheben von brueckenabschnitten
DE3911266A1 (de) * 1989-04-07 1990-10-11 Krupp Industrietech Verlegbare bruecke und system zum verlegen der bruecke
FR2649425B1 (fr) * 1989-07-05 1991-11-15 Cnim Systeme de pontage destine au franchissement d'obstacles tels que breche
GB2251448A (en) * 1991-01-07 1992-07-08 Williams Fairey Eng Ltd Articulating arrangement for ramped bridge module
FR2683837B1 (fr) * 1991-11-15 1994-02-11 Mediterranee Const Indles Structure de travure destinee en particulier au franchissement de breches par des vehicules et systeme de transport et de depose de la structure.
DE4209316A1 (de) 1992-03-23 1993-09-30 Krupp Industrietech Verlegbare Brücke
EP0563872B1 (fr) * 1992-03-31 1996-05-29 Krupp Fördertechnik GmbH Pont déplaçable et véhicule pour la pose du pont
DE4305764A1 (de) * 1993-02-25 1994-09-01 Krupp Foerdertechnik Gmbh Verlegbare Brücke und Einrichtung zum Verlegen der Brücke
EP0640722A1 (fr) 1993-08-31 1995-03-01 Krupp Fördertechnik GmbH Pont déplaçable
FR2737512B1 (fr) * 1995-08-02 1997-10-10 Mediterranee Const Ind Structure de travure destinee en particulier au franchissement de breches par des vehicules
FR2737513B1 (fr) * 1995-08-02 1997-10-10 Mediterranee Const Ind Structure de travure destinee en particulier au franchissement de breches par des vehicules et systeme de transfert et de depose d'une telle structure
DE19750490A1 (de) * 1997-11-14 1999-05-27 Ewk Gmbh Brückenelement zur Bildung von mittels eines Verlegefahrzeugs verlegbaren Brücken
DE102004049969B8 (de) * 2004-10-14 2006-03-23 Military Mobile Bridges Gmbh Modulare Scherenbrücke sowie Verlegeeinrichtung und Verfahren zum Verlegen zerlegbarer Brücken

Also Published As

Publication number Publication date
SG141334A1 (en) 2008-04-28
AU2007216680A1 (en) 2008-04-03
KR101191325B1 (ko) 2012-10-16
DE102006042251A1 (de) 2008-03-27
PL1898001T3 (pl) 2011-05-31
CL2007002596A1 (es) 2008-04-04
EP1898001A3 (fr) 2009-09-09
AU2007216680B2 (en) 2012-06-28
DE502007006161D1 (de) 2011-02-17
KR20080023202A (ko) 2008-03-12
ATE494428T1 (de) 2011-01-15
EP1898001A2 (fr) 2008-03-12

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