EP1799913A1 - Modulare scherenbrücke sowie verlegeeinrichtung und verfahren zum verlegen von modularen scherenbrücken - Google Patents
Modulare scherenbrücke sowie verlegeeinrichtung und verfahren zum verlegen von modularen scherenbrückenInfo
- Publication number
- EP1799913A1 EP1799913A1 EP05857853A EP05857853A EP1799913A1 EP 1799913 A1 EP1799913 A1 EP 1799913A1 EP 05857853 A EP05857853 A EP 05857853A EP 05857853 A EP05857853 A EP 05857853A EP 1799913 A1 EP1799913 A1 EP 1799913A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- bridge
- laying
- transport vehicle
- coupling
- scissor
- 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
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 foldable and in the folded state by means of a transport vehicle transportable modular scissor bridge, consisting of two bridge modules, each formed by a pair or two pairs of track carriers, wherein the spaced track carrier each track carrier pair are connectable to each other by tie rods and wherein the bridge modules have ramps at both ends.
- the invention further relates to a laying device and a method for laying modular scissors bridges.
- Scissors bridges of the aforementioned type are brought by a transport vehicle in the folded state to its place of use and unfolded there by means of a laying on the transport vehicle laying and stored.
- the tops of the two bridge modules are designed as lanes for those vehicles for which the scissors bridge is designed.
- each bridge section at one of its ends with provided a Auffahrrampe, while the other two ends of the two bridge sections are rotatably connected to each other by a joint located in the lower flange region.
- Such scissors bridges are easy to manufacture; They are robust and can be laid by technically modest installation facilities.
- these bridges have the disadvantage that their two bridge sections can not be used individually as short bridges with small obstacle widths. This means that even with small obstacles always the two bridge sections coupled together are laid and only used as such.
- each bridge module is designed as a short bridge, which is provided at both ends with Auffahr- ramps.
- one ramp is rigidly connected and the other ramp is pivotally connected to the bridge module, so that the two bridge modules can be connected after swinging up the bridge-center ramps, which are movable as a result of the articulated attachment, in such a way that a flat bridge deck results in the coupled state.
- the object of the invention is to improve the above-described scissor bridge, which is known from EP 0 356 561 B1, in such a way that its economical use is also required for a higher load capacity and greater span and correspondingly higher design weight, both for one and two modular laying is possible.
- each ramp has at its tip a ramp termination tube designed as a hinge part
- each access ramp is provided with a coupling tab at a distance from its tip, -
- the coupling tab of the upper bridge module with the formed as a hinge part Rampenab conclusion of the lower bridge module forms a hinge connection.
- hinged connection serves as a transport lock against lifting of the upper bridge module. This ensures safe transport of the scissors bridge.
- each articulated connection can be locked by means of a coupling pin, which is connected via a tension spring with a coupling cable in connection, this
- a further improvement of the scissor bridge according to the invention is that between the two bridges An undervoltage voltage can be provided, the ends of which are fixed to the underside of each of the two bridge modules and which is ' guided by the loop of a tether, which is mounted in the articulated connection between the two bridge modules.
- the undervoltage increases the load capacity of the scissor bridge.
- a laying device which, in a development of the invention, has an adapter frame which can be connected to the transport vehicle and carries a support arm, a support arm cylinder, a laying arm and a laying arm cylinder.
- the adapter frame makes it possible to adapt the laying device to different transport vehicles. In the case of a loading by plane, a quick assembly and disassembly of the installation device is possible.
- the laying device according to the invention can be improved in that the device for actuating the coupling cable of the coupling device of the articulated connection is arranged in the laying arm. As a result, the operation of the coupling cable for the coupling or decoupling of the articulated connection between the two bridge modules is facilitated.
- Obstruction is turned off that the front part of the Laying device is located just before the obstacle
- This method in conjunction with the laying device according to the invention, ensures a trouble-free and safe laying of a modular scissor bridge.
- the transport vehicle is parked at such a distance in front of the obstacle, that between the front
- the support arm is placed on the ground, so on the one hand created a tipping point for the scissor bridge and other-
- the transport vehicle is set, which serves as a counterweight during the laying of the scissors bridge,
- the scissors first opens automatically and further extension of the laying arm tightens a Entfaltseil, with the one end to the adapter frame of the laying device and the other end at the top is attached to the upper bridge module, and thus forces the now front bridge module in the almost horizontal position of use,
- This method ensures even with a scissor bridge whose individual bridge modules are laid as short bridges in conjunction with the laying device according to the invention a trouble-free and safe installation of the bridge.
- Fig. 1 consisting of two bridge modules scissor bridge in the folded state on a Transport vehicle, which is provided with a laying device, in side view;
- Fig. 2 is a single bridge module in side view
- FIG. 3 is a plan view of the bridge module shown in FIG. 1; FIG.
- FIG. 4 shows the tip of a loading ramp of a bridge module in a section through the ramp termination tube provided there, wherein a coupling pin provided there is in the basic position
- FIG. 5 shows the tip of a loading ramp shown in FIG. 4 in a section corresponding to FIG. 4, with the coupling pin in the coupling position;
- Fig. 6 is a further bridge module in a slightly larger scale, in side view
- FIG. 7 shows details in the region of the tip of a loading ramp, on a larger scale, with a coupler tab in the retracted state
- FIG. 8 shows the tip of a loading ramp illustrated in FIG. 7, wherein the coupling tab is shown in the extended state
- Figure 9 shows the transport vehicle shown in Figure 1 with a laying device, during the lifting of the scissor bridge, in side view.
- 10 shows the transport vehicle shown in Figure 1 with a laying device, after placing the support arm of the laying device ..;
- FIG. 11 shows the transport vehicle illustrated in FIG. 1 with a laying device, while the scissors bridge is being deposited by means of the laying device, likewise in side view;
- FIG. 12 shows the transport vehicle shown in FIG. 1 with a laying device, after the scissors bridge has been deposited by means of the laying device, likewise in side view;
- Fig. 13 that in 'Fig. 1 transport vehicle with a laying device, when laying the individual bridge modules of a scissors bridge as short bridges, after placing the front bridge module on the opposite side of the obstacle to be bridged;
- FIG. 14 shows the transport vehicle shown in FIG. 1 with a laying device, when laying the individual bridge modules of a scissor bridge as short bridges, after releasing the articulated connection connecting the two bridge modules and removing the unfolding cable and after resetting the transport vehicle;
- Fig. 15 the transport vehicle shown in Fig. 1 with a laying device when laying the individual bridge modules of a scissor bridge as Short bridges, after lowering the rear bridge module;
- FIG. 16 shows the transport vehicle shown in FIG. 1 with a laying device, during the laying of the individual bridge modules of a scissor bridge as short bridges, during the laying down of the remaining bridge module on the opposite side of the obstacle;
- Fig. 17 the transport vehicle shown in Fig. 1 with a laying device, when laying the individual bridge modules of a scissor bridge as short bridges, after placing the remaining bridge module on the opposite side of the obstacle.
- FIG. 1 shows a transport vehicle 1 on which a scissor bridge 2 consisting of two bridge modules rests in the folded state.
- a laying device 3 is provided in the front region of the transport vehicle 1.
- the upper bridge module 4 and the lower bridge module 4 'of the scissor bridge 1 are connected to each other by articulated joints 5 and 5'.
- the articulated connection 5 ' serves only as a transport protection against lifting of the upper bridge module 4 in the transport state.
- the upper bridge module 4 is formed of a pair of track carriers 6 which are interconnected by track carrier bars 7.
- the bridge module 4 is at both ends of its straight middle section 8 with ramps 9 comparable II
- FIGS. 4 and '5 show the top of a ramp 9 of the bridge module shown in Figs. 2 and 3 4 and provided there Rampenabschlüssrohr 10.
- Rampenabschlüssrohr 10 is located on each side a coupling pin 12 connected via a tension spring 13 a coupling cable 14 is in communication.
- the coupling pins 12 By operating the coupling cable 14, the coupling pins 12 in the basic position (Fig. 4) or in the coupling position
- Receiving slot 15 is closed, while the receiving slot 15 is opened in the coupling division and for receiving the coupling tab 11, 11 '(see Fig. 2) is released.
- Fig. 7 shows the coupling tab 11 'in the retracted position
- Fig. 8 the coupling tab 11 in the extended position, ie in the dome position.
- the coupling tabs 11, 11 ' preferably each consist of a sheet steel strip with cross-beam 17, wherein the sheet steel strip is provided with a slot.
- a guided through the slot receiving pin 18 is provided which is mounted in the bridge module 4.
- the cross-beam 17 slides to prevent rotation about the receiving pin 18.
- the laying device 3 is connected via an adapter frame 23 to the transport vehicle 1.
- the adapter frame 23 is fastened to the transport vehicle 1 by bolt connections 24. "Between the adapter frame 23 and the rear tip of the upper bridge module 4 is arranged a deployment cable 25th
- the Stauerarmzylinder 21 is extended so far that the support arm 22 rests on the ground.
- the transport vehicle 1 thereby forms the counterweight for the further steps of the installation process.
- the tipping point is the support point of the support arm 22 on the ground.
- Transport vehicle 1, support arm 22 and Stauerarmzylinder 21 thereby form a rigid unit.
- FIG. 11 Another step of the laying process can be seen in FIG. 11.
- an undervoltage 28 is provided, the ends of which are fixed to the underside of the bridge modules 4 and 4 ', one of the two ends on the front seats of the bridge module 4 and the other end on the - in the illustrated position - rear tip of the bridge module 4 '.
- the undervoltage 28 lies in the loop of a tether 29, which is mounted in the articulated connection 5.
- the ends of the undervoltage 28 may also be attached to the coupling tabs 11, 11 '. In this case, undervoltage 28 is slightly shorter.
- the bridge module 4 Upon further extension of the Verlegearmzylinders 26 forces the taut Entfaltseil 25, the bridge module 4, as can be seen from Fig. 12, in the nearly horizontal position of use. Here, has binding by the coupled locking and the overlapped joint of the two ramps 9 of the bridge modules 4 and 4 'in the middle of the bridge ge an arcuate support structure with the sheet stitch 30' - forms.
- the undervoltage 28 is now taut and the tether 29, whose length in this case corresponds to the size of the sheet stitch 30, is located in the area of the sheet stitch 30.
- FIGS. 13 to 17 show the laying process for laying the individual bridge modules 4, 4 'as short bridges.
- the laying method initially proceeds analogously, as in the laying of a two-module bridge.
- Fig. 13 shows the front bridge module 4 is in this case placed so that it comes to lie above the ⁇ to be bridged obstacle.
- the articulated connection 5 is achieved by the fact that the coupling lever 16 (see FIG. 6) is actuated by a mechanism, for example a hydraulic cylinder, located in the laying arm 27 (see FIG.
- FIGS. 16 and 17 show the location of the remaining bridge module 4 'elsewhere.
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)
- Road Paving Structures (AREA)
- Fittings On The Vehicle Exterior For Carrying Loads, And Devices For Holding Or Mounting Articles (AREA)
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL05857853T PL1799913T3 (pl) | 2004-10-14 | 2005-09-21 | Modułowy most nożycowy oraz urządzenie rozkładające i sposób rozkładania modułowych mostów nożycowych |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102004049969A DE102004049969B8 (de) | 2004-10-14 | 2004-10-14 | Modulare Scherenbrücke sowie Verlegeeinrichtung und Verfahren zum Verlegen zerlegbarer Brücken |
PCT/DE2005/001658 WO2006122513A1 (de) | 2004-10-14 | 2005-09-21 | Modulare scherenbrücke sowie verlegeeinrichtung und verfahren zum verlegen von modularen scherenbrücken |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1799913A1 true EP1799913A1 (de) | 2007-06-27 |
EP1799913B1 EP1799913B1 (de) | 2009-11-11 |
Family
ID=35336277
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP05857853A Not-in-force EP1799913B1 (de) | 2004-10-14 | 2005-09-21 | Modulare scherenbrücke sowie verlegeeinrichtung und verfahren zum verlegen von modularen scherenbrücken |
Country Status (10)
Country | Link |
---|---|
US (1) | US20080189884A1 (de) |
EP (1) | EP1799913B1 (de) |
AT (1) | ATE448362T1 (de) |
CA (1) | CA2584059A1 (de) |
DE (2) | DE102004049969B8 (de) |
DK (1) | DK1799913T3 (de) |
ES (1) | ES2335909T3 (de) |
NO (1) | NO340609B1 (de) |
PL (1) | PL1799913T3 (de) |
WO (1) | WO2006122513A1 (de) |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2889213B1 (fr) * | 2005-07-27 | 2007-09-07 | Mediterranee Const Ind | Systeme de transport d'une travure par un vehicule routier pouvant etre transforme en vehicule amphibie pour permettre a tout vehicule routier de franchir une breche seche ou remplie d'eau |
DE102006042251A1 (de) * | 2006-09-08 | 2008-03-27 | General Dynamics Santa Bárbara Sistemas GmbH | Brückenelement |
GB0907749D0 (en) * | 2009-05-06 | 2009-07-22 | Pearson Eng Ltd | Bridge deploying apparatus and bridge transporting vehicle incorporating such apparatus |
DE102010038126A1 (de) | 2010-10-12 | 2012-04-12 | Krauss-Maffei Wegmann Gmbh & Co. Kg | Brückenverlegefahrzeug und Verfahren zum Verlegen einer Brücke |
DE102014107901A1 (de) * | 2014-06-04 | 2015-12-17 | Krauss-Maffei Wegmann Gmbh & Co. Kg | Verlängerungselement für eine verlegbare Brücke |
EP2952629A1 (de) * | 2014-06-05 | 2015-12-09 | Pearson Engineering Limited | Fahrzeug zum Transport einer Brückenvorrichtung |
DE102014008178A1 (de) | 2014-06-10 | 2015-12-17 | General Dynamics European Land Systems-Germany Gmbh | Transportierbare faltbare Brücke |
CN104495638B (zh) * | 2014-12-03 | 2015-11-18 | 中山市公路钢结构制造有限公司 | 一种便携式液压辅助架设汽车越障装置 |
CN110965455A (zh) * | 2019-12-30 | 2020-04-07 | 贵州詹阳动力重工有限公司 | 一种抢险救援高速轻型架桥车及其架桥收桥方法 |
CN113846544B (zh) * | 2021-09-23 | 2023-04-14 | 中国船舶重工集团应急预警与救援装备股份有限公司 | 一种履带式机械化栈桥及其架设方法 |
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US2556175A (en) * | 1945-06-12 | 1951-06-12 | Lester P Frost | Bridge and mobile launching structure therefor |
US3488787A (en) * | 1967-03-31 | 1970-01-13 | Porsche Kg | Prefabricated bridge placing vehicle |
DE1658621C3 (de) * | 1967-03-31 | 1975-07-17 | Dr.-Ing.H.C. F. Porsche Ag, 7000 Stuttgart | Kraftfahrzeug mit einer Vorrichtung zum Transportieren und Verlegen einer mit Auffahrrampen versehenen Klappbrücke |
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DE2825060A1 (de) * | 1978-06-08 | 1979-12-13 | Magirus Deutz Ag | Fahrzeug, insbesondere lastwagen zum transport einer mehrteiligen verlegebruecke |
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US4663793A (en) * | 1981-12-08 | 1987-05-12 | Fairey Engineering Limited | Methods of deploying a bridge of a particular construction |
DE3217435A1 (de) * | 1982-05-08 | 1983-11-17 | IBEK Ingenieurbüro Echtler Kaiserslautern GmbH, 6750 Kaiserslautern | Kraftfahrzeug zum transportieren und verlegen einer festbruecke |
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FR2611371B1 (fr) * | 1987-02-27 | 1989-05-19 | Mediterranee Const Navales Ind | Systeme de deploiement et de depose d'une travure de franchissement d'un obstacle a partir d'un vehicule tel qu'un engin blinde du genie |
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AU2003216957A1 (en) * | 2003-01-22 | 2004-09-09 | Giat Industries | System for bridge-laying |
-
2004
- 2004-10-14 DE DE102004049969A patent/DE102004049969B8/de not_active Expired - Fee Related
-
2005
- 2005-09-21 AT AT05857853T patent/ATE448362T1/de active
- 2005-09-21 PL PL05857853T patent/PL1799913T3/pl unknown
- 2005-09-21 DE DE502005008505T patent/DE502005008505D1/de active Active
- 2005-09-21 CA CA002584059A patent/CA2584059A1/en not_active Abandoned
- 2005-09-21 ES ES05857853T patent/ES2335909T3/es active Active
- 2005-09-21 EP EP05857853A patent/EP1799913B1/de not_active Not-in-force
- 2005-09-21 WO PCT/DE2005/001658 patent/WO2006122513A1/de active Application Filing
- 2005-09-21 US US11/577,225 patent/US20080189884A1/en not_active Abandoned
- 2005-09-21 DK DK05857853.5T patent/DK1799913T3/da active
-
2007
- 2007-05-08 NO NO20072376A patent/NO340609B1/no not_active IP Right Cessation
Non-Patent Citations (1)
Title |
---|
See references of WO2006122513A1 * |
Also Published As
Publication number | Publication date |
---|---|
EP1799913B1 (de) | 2009-11-11 |
WO2006122513A1 (de) | 2006-11-23 |
NO20072376L (no) | 2007-05-08 |
PL1799913T3 (pl) | 2010-04-30 |
NO340609B1 (no) | 2017-05-15 |
ATE448362T1 (de) | 2009-11-15 |
DE102004049969B3 (de) | 2005-12-08 |
CA2584059A1 (en) | 2006-11-23 |
US20080189884A1 (en) | 2008-08-14 |
DE102004049969B8 (de) | 2006-03-23 |
DK1799913T3 (da) | 2010-03-22 |
ES2335909T3 (es) | 2010-04-06 |
DE502005008505D1 (de) | 2009-12-24 |
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