EP0391149A2 - Pont déplaçable et système pour la pose du pont - Google Patents
Pont déplaçable et système pour la pose du pont Download PDFInfo
- Publication number
- EP0391149A2 EP0391149A2 EP90105406A EP90105406A EP0391149A2 EP 0391149 A2 EP0391149 A2 EP 0391149A2 EP 90105406 A EP90105406 A EP 90105406A EP 90105406 A EP90105406 A EP 90105406A EP 0391149 A2 EP0391149 A2 EP 0391149A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- bridge
- section
- roadway
- bridge according
- carriageway
- 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
Links
- 238000001514 detection method Methods 0.000 claims 1
- 230000008878 coupling Effects 0.000 description 4
- 238000010168 coupling process Methods 0.000 description 4
- 238000005859 coupling reaction Methods 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000000969 carrier Substances 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Images
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
- 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 a bridge which can be laid and which has at least one bridge section provided with a roadway on the top, and to a laying system.
- Such bridges which are mostly used as pioneering bridges, are usually pushed and deposited over an obstacle (river, ditch) with the help of a vehicle provided with a laying device, and in most cases also transported on this vehicle at the same time.
- the bridges can - in relation to their longitudinal direction - be formed in one piece, ie consisting of only a single bridge section or element, or be composed of several individual bridge sections. All bridges have in common that a ramp is formed at both ends. Particularly with the shorter bridges of this type, particular difficulties arise from the fact that only a certain bridge length can be loaded onto a vehicle, which is then available at the place of use, it often being impossible to predict which bridge length is currently required.
- EP-PS 0 093 873 discloses a bridge that can be assembled from two ramp sections and that is transported on a motor vehicle and has a certain length - generally 26 m.
- a bridge laying device is described in DE-OS 33 20 633, in which two short bridges measuring 12 meters each are transported and through on a vehicle this can be installed individually. It is not possible to assemble the two short bridges into a bridge of double length.
- the invention has for its object to remedy this situation and to design a relocatable bridge of the type mentioned in such a way that in particular the bridge sections carried on a vehicle enable the construction of bridges of different lengths.
- the bridge section has at least one fixed lower flange over its entire length and is provided with at least one joint having a horizontal and perpendicular axis to the longitudinal direction of the bridge, around which a roadway located in the end region of the bridge section is provided. Section is pivotable.
- the roadway and the roadway section which only makes up part of the length of the bridge section, can be designed in one piece or, as is usually provided for pioneer bridges, as two parallel track tracks.
- the invention enables a large number of different configurations of the bridge sections and, associated therewith, the formation of a greater number of different bridge lengths using a few bridge sections.
- the bridge section can be moved on a laying device by running rails arranged on the lower flange. Instead of attaching rails to the lower flange, this can also be designed in the form of rails.
- a particularly advantageous construction for the new bridge sections also results from the fact that the joint is arranged in the region of the top of the carriageway and that the carriageway section is provided with at least one carrier.
- the carrier can simultaneously form the side walls of the carriageway section, so that there is a stable U-shape for the cross section of the carriageway section.
- the articulated roadway section should preferably be lockable at least in its end positions in order to stiffen the bridge in the event of a load. Shear stresses that occur can be distributed in a simple manner in the longitudinal direction of the bridge in that the determination in the lower position of the roadway section is formed by the engagement of a toothing.
- Linear motors preferably hydraulic cylinders, are particularly suitable as adjusting devices, which are also particularly suitable for absorbing larger loads.
- An embodiment is particularly suitable for the formation of short bridges, in which the bridge section has two ramp-shaped areas, at least one of which is designed as a pivotable roadway section. This has particular advantages if two such bridge sections can be loaded one above the other on a laying vehicle and can be coupled to one another with the roadway sections pivoted upwards. The loaded bridge sections can thus form two short bridges or be combined to form a bridge twice as long.
- the vehicle 2 provided with a laying device 1 at its rear end carries two respectively identical bridge elements or sections 3 and 4, which lie one above the other on a frame 5 which can be pushed out towards the rear end of the vehicle 2.
- the frame 5 also carries the laying device 1 and is also provided at its free end with floor support elements 6 which can be extended downwards.
- a lever 7 hinged to the front end of the frame 5 also serves to lay the bridge parts.
- the bridge sections 3 and 4 each consist, in a known manner, of two parallel track tracks which are connected to one another via central struts or cross struts 23. Each track has two lower chords 8 extending over the entire length, to which a vertical triangular side wall 9 is connected at the top in the exemplary embodiment according to FIG. 4.
- a joint 10 is arranged, which has an axis running horizontally and perpendicularly to the longitudinal direction of the bridge.
- a roadway section 11, which again consists of two parallel track tracks, is articulated on each bridge section 3, 4 so as to be pivotable about the joint 10.
- an inclined carriageway section 25 is fixedly arranged for each track track.
- Each lower flange 8 is assigned a hydraulic cylinder 12, which is articulated with its extendable end at a point 13 at the end of the carriageway section 11 and with its other end in the region of the lower flange at a point 14.
- the ramp plates 33 which are also articulated on the movable carriageway sections 11, are folded down and supported against the lower flange 8 .
- the bridge is moved in a known manner by means of the laying device 1 after the frame 5 has been extended.
- the lower straps 8 and the free ends of the road sections 11 each have the known coupling elements for coupling the bridge sections 3 and 4.
- the frame 5 does not need to be extended due to the lower weight of the short bridges.
- the short bridges are produced in a simple manner by retracting the hydraulic cylinders 12.
- the road sections 11 are lowered and come to rest with their outer longitudinal edges on the side walls 9.
- Roadway sections 11 toothing 24 and 24 ' provided, as indicated in Fig. 4, to better distribute thrust forces over the length of the respective roadway section 11 or to initiate in the side walls 9.
- the coupling elements 15 for the lower chords 8 and the coupling elements 16 for the roadway sections 11 are indicated.
- the central struts 23 for connecting the two track tracks are connected to the side walls 9.
- Fig. 5 shows a bridge section 3 ', the top of which is formed from two adjoining road sections 11', both of which can be pivoted about a joint 10, which is located at the top on a lower flange 8 support 17.
- the joint 10 is further stabilized in its position by a guy 18.
- the lane sections 11 ' have reinforcement 19 for reinforcement, which can simultaneously form the side wall of the lane section or the respective track of the lane section.
- the carriers 19, which have a triangular shape, can lie against one another in the region of the joint 10 in the folded state and rest with their lower edges on the lower straps 8. As can be seen from Fig. 7, the carrier 19 form supports that make the road sections 11 'rigid.
- the hydraulic cylinders 12 are, as shown in FIG.
- This embodiment can be used as a finished bridge (Fig. 5), as a bridge section with the same continuous height (Fig. 7) and also as a ramp section when a road section 11 'is opened and the other is folded.
- the bridge section 26 shown schematically in FIGS. 8 to 10 has - like the bridge section 3 or 4 - a rigid and a foldable roadway section 27 or 11 ⁇ with respect to the top, but with the side the rigid roadway section 27 is not ramp-like wedge-shaped, but is of a constant height.
- a bridge or ramp section can be coupled again to the free end of the rigid part 20 with the carriageway section 27.
- the foldable roadway section 11 ⁇ is folded in Fig. 8 and shown in Fig. 10 extended to its upper end position.
- Fig. 9 shows the position of the road section 11 ⁇ in a central position in which it can be fixed. In this position, an extension ramp 21 can be coupled by appropriate devices.
- the hydraulic cylinder 12 ' are articulated in the central region of the carriageway section 11', so that the bridge field to be supported is halved.
- the bridge section 28 in the embodiment shown in FIG. 11 has - like the embodiment according to FIGS. 5 to 7 - two foldable roadway sections 31, 32, which, however, have a rigid, intermediate middle part 22 with a fixed roadway section 30 are interconnected, so that there are two joints 10 on the top of this bridge section 28.
- This embodiment like that of FIG. 5, has the particular advantage that when using this bridge section as a ramp, the bridge section does not have to be rotated through 180 ° of the horizontal plane before laying.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Aerials With Secondary Devices (AREA)
- Auxiliary Methods And Devices For Loading And Unloading (AREA)
- Details Of Aerials (AREA)
- Telephone Function (AREA)
- Input Circuits Of Receivers And Coupling Of Receivers And Audio Equipment (AREA)
- Road Paving Structures (AREA)
- Internal Circuitry In Semiconductor Integrated Circuit Devices (AREA)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT90105406T ATE90127T1 (de) | 1989-04-07 | 1990-03-22 | Verlegbare bruecke und system zum verlegen der bruecke. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE3911266 | 1989-04-07 | ||
DE3911266A DE3911266A1 (de) | 1989-04-07 | 1989-04-07 | Verlegbare bruecke und system zum verlegen der bruecke |
Publications (4)
Publication Number | Publication Date |
---|---|
EP0391149A2 true EP0391149A2 (fr) | 1990-10-10 |
EP0391149A3 EP0391149A3 (en) | 1990-12-05 |
EP0391149B1 EP0391149B1 (fr) | 1993-06-02 |
EP0391149B2 EP0391149B2 (fr) | 1996-02-28 |
Family
ID=6378064
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP90105406A Expired - Lifetime EP0391149B2 (fr) | 1989-04-07 | 1990-03-22 | Pont déplaçable et système pour la pose du pont |
Country Status (5)
Country | Link |
---|---|
US (1) | US5063630A (fr) |
EP (1) | EP0391149B2 (fr) |
AT (1) | ATE90127T1 (fr) |
DE (2) | DE3911266A1 (fr) |
ES (1) | ES2041066T3 (fr) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2680379A1 (fr) * | 1991-08-16 | 1993-02-19 | Gutehoffnungshuette Man | Appareil de pose de pont pour un pont support de voie, charge sur un vehicule avec un dispositif de pose. |
EP0612886A1 (fr) * | 1993-02-25 | 1994-08-31 | Krupp Fördertechnik GmbH | Pont déplaçable et dispositif pour la pose du pont |
EP0640723A1 (fr) * | 1993-08-31 | 1995-03-01 | Krupp Fördertechnik GmbH | Pont déplaçable |
EP0640722A1 (fr) * | 1993-08-31 | 1995-03-01 | Krupp Fördertechnik GmbH | Pont déplaçable |
EP0916769A1 (fr) * | 1997-11-14 | 1999-05-19 | EWK Eisenwerke Kaiserslautern GmbH | Elément d'un pont pour la réalisation de ponts déplaçables avec un véhicule de pose |
EP1262600A2 (fr) | 2001-06-02 | 2002-12-04 | EWK Eisenwerke Kaiserslautern GmbH | Système de construction rapide pour ponts militaires |
Families Citing this family (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5504956A (en) * | 1994-09-23 | 1996-04-09 | Fordertechnik Gmbh | Guide groove at bridge sections or the like of portable bridges and method for repairing the same |
DE19724771C1 (de) * | 1997-06-12 | 1998-10-01 | Dornier Gmbh | Modulare Brücke |
DE102004049969B8 (de) * | 2004-10-14 | 2006-03-23 | Military Mobile Bridges Gmbh | Modulare Scherenbrücke sowie Verlegeeinrichtung und Verfahren zum Verlegen zerlegbarer Brücken |
DE102006042251A1 (de) * | 2006-09-08 | 2008-03-27 | General Dynamics Santa Bárbara Sistemas GmbH | Brückenelement |
DE102007041579B4 (de) | 2007-09-01 | 2009-07-30 | General Dynamics Santa Bárbara Sistemas GmbH | Anbauvorrichtung zum Transportieren und Verlegen von militärischen Brücken |
US20100281635A1 (en) * | 2009-05-05 | 2010-11-11 | Tactical & Rescue Gear, Ltd. | Connection assembly for a modular footbridge |
DE202009015857U1 (de) | 2009-11-19 | 2010-03-25 | General Dynamics European Land Systems-Germany Gmbh | Anbauvorrichtung zum Verlegen von militärischen Brücken |
DE102010055574B4 (de) * | 2010-12-21 | 2012-08-09 | General Dynamics European Land Systems-Germany Gmbh | Modulares Brückenelement |
CN103938535B (zh) * | 2014-05-18 | 2016-01-20 | 虞萍萍 | 设置在临时天桥立柱中的固定装置 |
DE102017100815A1 (de) * | 2017-01-17 | 2018-07-19 | Krauss-Maffei Wegmann Gmbh & Co. Kg | Brückenverlegeeinrichtung zum Verlegen einer insbesondere einteiligen Brücke |
CN113699900B (zh) * | 2021-09-10 | 2023-01-03 | 中铁第五勘察设计院集团有限公司 | 一种用于桥梁抢修的梁墩结构及其应用 |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE151730C (fr) * | ||||
EP0256446A2 (fr) * | 1986-08-20 | 1988-02-24 | Fried. Krupp AG Hoesch-Krupp | Système de mise en place d'un pont démontable |
GB2195383A (en) * | 1986-09-26 | 1988-04-07 | Brian Steadman | Cattle grid |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1816876A1 (de) * | 1968-12-24 | 1971-05-27 | Welz Hans Joachim Dipl Ing | Bauelement zur Herstellung transportabler Bruecken,Start- oder Landebahnen,Behaelter od.dgl. |
DE1945676A1 (de) * | 1969-09-10 | 1971-03-11 | Krupp Gmbh | Bauelemente fuer zerlegbare Bruecken und UEberbau einer solchen |
SU837994A1 (ru) * | 1979-09-26 | 1981-06-15 | Okulov Pavel D | Пролетное строение механизированногоМОСТА |
FR2495657A1 (fr) * | 1980-08-21 | 1982-06-11 | France Etat | Dispositif automatique d'assemblage a clin de deux elements de ponts et element de pont le comportant |
US4521932A (en) * | 1981-12-08 | 1985-06-11 | Fairey Engineering Limited | Transportable bridge structure |
DE3217435A1 (de) * | 1982-05-08 | 1983-11-17 | IBEK Ingenieurbüro Echtler Kaiserslautern GmbH, 6750 Kaiserslautern | Kraftfahrzeug zum transportieren und verlegen einer festbruecke |
US4534079A (en) * | 1982-06-17 | 1985-08-13 | The Secretary Of State For Defence In Her Britannic Majesty's Government Of The United Kingdom Of Great Britain And Northern Ireland | Transportable folding bridge |
DE3320633A1 (de) * | 1983-06-08 | 1984-12-13 | Dornier System Gmbh, 7990 Friedrichshafen | Brueckenlegegeraet |
IT1226581B (it) * | 1988-08-02 | 1991-01-24 | Reiter & Crippa Ind S P A | Ponte, rampa e simili di tipo automontante |
-
1989
- 1989-04-07 DE DE3911266A patent/DE3911266A1/de not_active Withdrawn
-
1990
- 1990-03-22 DE DE9090105406T patent/DE59001588D1/de not_active Expired - Lifetime
- 1990-03-22 AT AT90105406T patent/ATE90127T1/de not_active IP Right Cessation
- 1990-03-22 EP EP90105406A patent/EP0391149B2/fr not_active Expired - Lifetime
- 1990-03-22 ES ES199090105406T patent/ES2041066T3/es not_active Expired - Lifetime
- 1990-04-06 US US07/505,690 patent/US5063630A/en not_active Expired - Fee Related
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE151730C (fr) * | ||||
EP0256446A2 (fr) * | 1986-08-20 | 1988-02-24 | Fried. Krupp AG Hoesch-Krupp | Système de mise en place d'un pont démontable |
GB2195383A (en) * | 1986-09-26 | 1988-04-07 | Brian Steadman | Cattle grid |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2680379A1 (fr) * | 1991-08-16 | 1993-02-19 | Gutehoffnungshuette Man | Appareil de pose de pont pour un pont support de voie, charge sur un vehicule avec un dispositif de pose. |
EP0612886A1 (fr) * | 1993-02-25 | 1994-08-31 | Krupp Fördertechnik GmbH | Pont déplaçable et dispositif pour la pose du pont |
EP0640723A1 (fr) * | 1993-08-31 | 1995-03-01 | Krupp Fördertechnik GmbH | Pont déplaçable |
EP0640722A1 (fr) * | 1993-08-31 | 1995-03-01 | Krupp Fördertechnik GmbH | Pont déplaçable |
EP0916769A1 (fr) * | 1997-11-14 | 1999-05-19 | EWK Eisenwerke Kaiserslautern GmbH | Elément d'un pont pour la réalisation de ponts déplaçables avec un véhicule de pose |
EP1262600A2 (fr) | 2001-06-02 | 2002-12-04 | EWK Eisenwerke Kaiserslautern GmbH | Système de construction rapide pour ponts militaires |
Also Published As
Publication number | Publication date |
---|---|
DE3911266A1 (de) | 1990-10-11 |
EP0391149B2 (fr) | 1996-02-28 |
EP0391149B1 (fr) | 1993-06-02 |
ES2041066T3 (es) | 1993-11-01 |
DE59001588D1 (de) | 1993-07-08 |
ATE90127T1 (de) | 1993-06-15 |
EP0391149A3 (en) | 1990-12-05 |
US5063630A (en) | 1991-11-12 |
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