EP3221518B1 - Pont déployable démontable et procédé de pose d'un pont déployable démontable - Google Patents

Pont déployable démontable et procédé de pose d'un pont déployable démontable Download PDF

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Publication number
EP3221518B1
EP3221518B1 EP15826132.1A EP15826132A EP3221518B1 EP 3221518 B1 EP3221518 B1 EP 3221518B1 EP 15826132 A EP15826132 A EP 15826132A EP 3221518 B1 EP3221518 B1 EP 3221518B1
Authority
EP
European Patent Office
Prior art keywords
lane
intermediate adapter
laying
supporting bridge
track
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.)
Active
Application number
EP15826132.1A
Other languages
German (de)
English (en)
Other versions
EP3221518A1 (fr
Inventor
Wolfgang Stoiber
Manfred Schuhmann
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.)
Krauss Maffei Wegmann GmbH and Co KG
Original Assignee
Krauss Maffei Wegmann GmbH and Co KG
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 Krauss Maffei Wegmann GmbH and Co KG filed Critical Krauss Maffei Wegmann GmbH and Co KG
Publication of EP3221518A1 publication Critical patent/EP3221518A1/fr
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Publication of EP3221518B1 publication Critical patent/EP3221518B1/fr
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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
    • 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 collapsible track carrier bridge with a track carrier and a launching support. Further objects of the invention form a laying device with which the collapsible track carrier bridge can be laid, a laying vehicle and a method for laying the collapsible track carrier bridge.
  • Dismountable track girder bridges are used in both the military and in civilian areas and serve as mobile temporary bridges, usually for be used for a limited time, which is why they should be as fast as possible and degradable. These bridges usually have track carriers which form the entire roadway or a part thereof. The track carriers are therefore usually made of a material with a high strength. For this reason, the weight of the track carrier is generally also very high, so that when laying high leverage must be absorbed and therefore only small spans can be achieved.
  • Vorbaum In order to increase the achievable spans, it is known to use Vorbaum.
  • the launch vehicle is used as a laying aid for the track carrier. In the process, the launching vehicle is laid first so that it bridges the entire area to be spanned. He can carry the weight of the track carrier, so that they can be supported when laying on the launching girder and thus no large counterweight is needed.
  • the launching carrier and the track carrier are subdivided into several sections of equal length, which are lined up again when the bridge is laid and connected to the corresponding adjacent sections.
  • this device has a laying arm which effects a propulsion onto the corresponding sections and advances the bridge successively over the area to be spanned, so that the individual sections can be connected to one another.
  • Such a track carrier bridge is known. This has front pontoons and track carrier and can be installed with a laying arm of a laying vehicle.
  • the laying arm has two drives, of which the first acts on the launching beam and the second on the track carrier.
  • the track carrier must be adapted both to the laying arm and to the drive of the laying arm as well as to the intermediate frame.
  • track carrier, laying arm and Vorbaulini can only be used as a unit, for example, the simple exchange or the use of track carriers other bridge systems is not possible.
  • the object of the invention is therefore to increase the application possibilities of a demountable track carrier bridge with different requirements.
  • the track carriers and the launching carrier are connected to one another via intermediate adapters.
  • intermediate adapters it is possible that the launching carrier and track carrier no longer have to be adapted to each other and can be laid with a launching carrier different track carrier.
  • the track carrier and the intermediate adapter are detachably connected to each other.
  • the track carrier can be hung in the intermediate adapter.
  • This offers the advantage that the different elements are transported independently of each other and space-saving on appropriate loading vehicles can be arranged.
  • By hanging track carrier and intermediate adapter can be quickly and variably connected to each other at the installation and then fixed by means such that there is a firm connection and the elements can no longer move against each other.
  • the intermediate adapter and the front-mounting are releasably connected to each other.
  • the two elements can also be connected via rollers with each other, so that the intermediate adapter can be supported on the Vorbauisme on the rollers.
  • the pre-construction carrier for guides on, in which the rollers of the intermediate adapter are guided are guided.
  • the launching support may also comprise rollers which are guided in corresponding guides on the intermediate adapter.
  • the intermediate adapter is arranged spatially between or at least in sections between the prealcarrier and the track carrier.
  • the intermediate adapter may be formed in a first embodiment such that the intermediate adapter connects two opposing track carrier each other. Both opposing track carriers are connected via a common intermediate adapter with the launching carrier, so that when laying the bridge, the track carriers can be moved from each other depending on the otherworldly shore.
  • the intermediate adapter extends in this embodiment substantially, but not limited, above the preallocator. He concludes so in the vertical direction flush with the track carriers and forms along with the track carriers the carriageway of the bridge.
  • the intermediate adapter also acts in particular as a center cover between the track carriers.
  • intermediate adapters may be used.
  • An intermediate adapter can be arranged on each side of the apron carrier.
  • a single intermediate adapter can be arranged between the front carrier and each track carrier, so that two intermediate carriers can also be used per two track carriers per section.
  • the track carriers can be moved or moved independently of each other in this case.
  • the opposite track carrier are not coupled and therefore independently movable or can be laid.
  • the track carrier and the intermediate adapter form the roadway, preferably the track carrier, the intermediate adapter and the Vorbaumon form the roadway. This may be the case, for example, when each track carrier is connected to a single intermediate adapter.
  • the roadway-forming components are flush with each other in such a way that a substantially closed road surface is formed by them.
  • the track carriers preferably have an upper and a lower belt, wherein the upper and lower belts are connected to one another via struts and thus the track carrier can be reinforced by the struts.
  • the upper belt preferably forms part of the roadway.
  • the track carriers have a substantially U-shaped cross-section.
  • the same front-end carrier can continue to be used for different track carriers.
  • various intermediate adapter can be used. So it has proven to be advantageous if wider intermediate adapter be used with narrower track carriers or narrower intermediate adapter with wider track carriers.
  • the invention is not limited to these embodiments, but depending on the requirements that are placed on the bridge, various intermediate adapter can be used with different track carriers.
  • the pre-body carrier does not have to be adapted to the different track carriers or the track carriers do not have to be adapted to the pre-body carrier.
  • the side of the intermediate adapter which engages with the launching girder may therefore be structurally adapted to the launching girder.
  • the side of the intermediate adapter engaged with the track carrier may be adapted to the corresponding track carrier.
  • intermediate adapters have identical connection points for the launching carrier and different connection points for the track carriers.
  • the demountable track carrier bridge described here also offers the possibility to convert already known bridges, which are laid, for example, with a launching carrier, or to combine track carriers of one bridge with a front carrier of another bridge.
  • substructure carrier, intermediate adapter and track carrier are subdivided into individual pre-carrier, intermediate adapter or track carrier sections in planes which are aligned perpendicular to the laying direction.
  • the length of the individual sections in the laying direction is substantially similar.
  • the bridge can be laid by a laying device with a laying arm. Since the great variability of the bridge is based on the different versions of the intermediate adapter and track carrier, can with the same Laying low at the same substructure carrier different intermediate adapter and / or track carrier are laid.
  • the laying arm is detachably connected to the prefabricated support. It has been found to be advantageous if the laying arm and the launching carrier are connected to each other via rollers. Particularly preferably, the laying arm has rollers which are guided in corresponding guides on the launching carrier. Furthermore, the pre-conveyor rollers and the laying arm may have corresponding guides.
  • the laying arm has at least one, preferably at least two drives.
  • the first drive acts on the launching girder and can move it preferably, but not restrictively, linearly in the laying direction.
  • the second drive acts on the intermediate adapter (s) and can move it preferably, but not restrictively, linearly in the laying direction.
  • the intermediate adapter are designed such that individual intermediate adapter are used for each track carrier, it has been found to be advantageous if the first drive on the one intermediate adapter and the second drive on the other intermediate adapter are independent of each other. This offers the advantage that both sides of the bridge can be laid at different speeds, which can lead to a reduction in the total laying time.
  • the bridge In order to bring the bridge to its place of use, it can be transported on a laying vehicle.
  • the corresponding laying device can also be arranged on the laying vehicle.
  • different track carrier, different Vorbauong and various intermediate adapter can be arranged. Especially with large spans, however, it is necessary that also parts of the bridge can be transported on other vehicles and assembled at the installation site.
  • the preliminary support or the individual prealigner sections are successively moved by a corresponding drive over the section to be bridged.
  • several of the individual substructure support sections can be lined up.
  • the front end of the pre-construction girder is deposited there, thus spanning the entire section to be spanned.
  • the individual sections are successively interconnected via funds, so that the most stable possible launching carrier, which, as soon as it was deposited on the other side shore, is essentially no longer displaceable.
  • the one or more intermediate adapters are then connected to the front carrier. It is also possible that the track carriers are already connected before with the corresponding intermediate adapters. About one or more drives then the intermediate adapter, optionally traversed with track carriers, over the section to be bridged.
  • the launching support can serve as a support for the intermediate adapter.
  • the intermediate adapter sections or the track carrier sections can also be successively strung together during installation, in particular in the laying direction, so that the bridge grows successively in the laying direction until the first intermediate adapter section or the first track carrier section reaches the otherworldly bank. Have the intermediate adapter and the track carrier reaches the other side bank, so intermediate adapter and track carrier are essentially no longer displaceable.
  • the individual Vorbauforementioned-, embadapter- and track carrier sections are also connected together in the laying direction. That is, for example, the first front end support portion is connected to the front end of the second front end support portion at the rear end. The same applies to the subsequent sections and also to the track carrier sections and the intermediate adapter sections.
  • Fig. 1 This in Fig. 1 embodiment shown relates to a collapsible track carrier bridge, in which two opposite track carrier are connected to each other via an intermediate adapter. In this case, a cross section through the bridge with a corresponding laying arm 8 is shown.
  • the presentation of the Fig. 1 is axisymmetric, which is why all reference numerals, which are shown only on one side, at the same time refer to the corresponding part of the other side.
  • the two track carriers 1, 2 are arranged on the left or right of the launching carrier 14 and together with the intermediate adapter 7 form the roadway 19.
  • the track carriers 1, 2 each have a top flange 3, 5 and a bottom flange 4, 6.
  • the track carriers 1, 2 are connected and fixed by means of the connection points 17, 18 with an intermediate adapter 7, so that they can not move relative to one another substantially.
  • the connection points the intermediate adapter are adapted to the track carrier, so that it is possible that the track carrier 1, 2 need not be adapted to the Vorbauisme 14 and also not to the laying arm 8. This leads to a large variability of the bridge, since, for example, both wide and narrow track carrier can be connected to the same Vorbauisme depending on the application.
  • the intermediate adapter 7 can be supported on the prealbox 14.
  • the intermediate adapter 7 has for this purpose at the lower end on each side rollers 13, which are guided in corresponding guides 12 of the prealbox 14.
  • the intermediate adapter 6 can be supported with the associated track carriers 1, 2 on the prealbox 14 and also moved in the laying direction V.
  • the laying arm 8 in this embodiment has two drives 10 and 11.
  • the drive 11 is engaged with the prealplate 14 and can move it.
  • the drive 10 is connected to the arranged on the intermediate adapter 7 guides 16, just behind the rollers 13, in engagement. By the drive 10, the intermediate adapter 7, in particular together with the track carriers 1, 2, are also moved in the laying direction V.
  • Fig. 2 a corresponding embodiment of the track carrier bridge with two individual intermediate adapters 21, 22 is shown.
  • the right intermediate adapter 21 with its connection point 118 must be adapted accordingly only to the right-hand track carrier 101.
  • the track carrier 101 can be hung, for example, first in the right intermediate adapter and then fixed.
  • the demountable track carrier bridge can thus be made even more variable, since it is also conceivable that on the left and on the right side different track carriers 101, 102 can be used.
  • the prealigner forms part of the roadway 119, so that the bridge has a lower overall contour.
  • Both track carriers 101, 102 each have a top flange 103, 106 and a bottom flange 104, 106.
  • the upper belts 103, 105 of the track carriers 101, 102 are correspondingly designed as roadway sections and, together with the intermediate adapters 21, 22 and the launching carrier 14, form a substantially continuous roadway 119.
  • the track carriers 101, 102 can, but do not have to the same track carrier 1, 2 act in Fig. 1 are represented, since by the variable configuration of the connection points 117, 118 different track carrier 1, 2, 101, 102 can be connected to the intermediate adapters 21, 22, 7.
  • the intermediate adapter 21, 22 each have a roller 23, via which they are connected to the prealbox 14.
  • the rollers 116 are for in corresponding guides 112 of the launching truss 14 out.
  • rollers 24 are arranged on the prealplate 14, which are in engagement with the guides 20 of the intermediate adapters 21, 22. Since the intermediate adapters 21, 22 are separated in this embodiment, corresponding to each of the intermediate adapters 21, 22, two bearing points or connection points must be provided with the Vorbauong to accommodate the corresponding forces and moments.
  • both front-end girders and intermediate adapters with track girders must be moved in the laying direction V.
  • the arranged on the laying arm 8 drive 10 stands with the guides 116 of the intermediate adapter 21, 22 in engagement. Due to the split design of the intermediate adapter 21, 22, the drive 10 may also be asymmetrical. This means that z. B. the one side of the arrangement can be moved and moved independently of the other side. As a result, the track carriers of the left and the right side can be moved independently, resulting in a shortening of the total laying time due to the possible parallel operation.
  • the process of laying is the example of the pre-body 14 hereinafter with reference to the Fig. 3a to 3d explained in more detail.
  • the laying arm 8 is arranged on the laying vehicle 100, which stands on the bank of a section 200 to be bridged.
  • the first section 14.1 of the launching girder 14 is moved by the laying arm 8 in the direction V.
  • Successive sections 14.2, 14.3 are then added to the first section 14.1 and attached to the respective previous section.
  • the pre-launching carrier becomes as in FIG Fig. 3d displayed, stored and then essentially not be moved.
  • the rearmost end of the apron carrier 14 initially remains on the laying arm 8, since it serves as a support for the intermediate adapter 7, 21, 22, the following are also advanced to the otherworldly bank 201 via the launching superstructure 14 by means of the drive 10 and thereby supported by rollers on the launching girder.

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

Claims (20)

  1. Pont démontable de support de voie présentant au moins un support de voie (1, 2, 101, 102) et un support de prémontage (14),
    caractérisé en ce que
    le support de voie (1, 2, 101, 102) et le support de prémontage (14) sont reliés l'un à l'autre par un adaptateur intermédiaire (7, 21, 22).
  2. Pont démontable de support de voie selon la revendication 1, caractérisé en ce que le support de voie (1, 2, 101, 102) et l'adaptateur intermédiaire (7, 21, 22) sont reliés l'un à l'autre de manière libérable.
  3. Pont démontable de support de voie selon l'une des revendications précédentes, caractérisé en ce que le support de prémontage (14) et l'adaptateur intermédiaire (7, 21, 22) sont reliés l'un à l'autre de manière libérable.
  4. Pont démontable de support de voie selon l'une des revendications précédentes, caractérisé en ce que l'adaptateur intermédiaire (7, 21, 22) et le support de prémontage (14) sont reliés l'un à l'autre par des rouleaux de déplacement (13, 23, 24).
  5. Pont démontable de support de voie selon la revendication 4, caractérisé en ce que le support de prémontage (14) et/ou l'adaptateur intermédiaire (7, 21, 22) présentent des guides (16, 116) pour les rouleaux de déplacement (13, 23, 24).
  6. Pont démontable de support de voie selon l'une des revendications précédentes, caractérisé par deux supports de voie (1, 2, 101, 102) opposés disposés sur des côtés opposés du support de prémontage (14).
  7. Pont démontable de support de voie selon la revendication 6, caractérisé en ce que les supports de voie (1, 2, 101, 102) opposés sont reliés au support de prémontage (14) par un adaptateur intermédiaire (7) commun.
  8. Pont démontable de support de voie selon la revendication 6, caractérisé en ce que chacun des supports de voie (1, 2, 101, 102) opposés est relié au support de prémontage (14) par l'intermédiaire d'un adaptateur intermédiaire (21, 22).
  9. Pont démontable de support de voie selon l'une des revendications précédentes, caractérisé en ce que le support de voie (1, 2, 101, 102) et l'adaptateur intermédiaire (7, 21, 22) se raccordent l'un à l'autre à chant pour former au moins une partie de la voie de déplacement (19, 119).
  10. Pont démontable de support de voie selon l'une des revendications précédentes, caractérisé en ce que l'adaptateur intermédiaire (7, 21, 22) et le support de prémontage (14) se raccordent l'un à l'autre à chant pour former au moins une partie de la voie de déplacement (19, 119).
  11. Pont démontable de support de voie selon l'une des revendications précédentes, caractérisé en ce que deux support de voie (1, 2, 101, 102) peuvent être reliés par des moyens de liaison pour former un pont de support de deux voies séparées.
  12. Ensemble de pose présentant un bras de pose (8) et un d'un pont démontable de support de voie selon l'une des revendications précédentes.
  13. Ensemble de pose selon la revendication 12, caractérisé en ce que le bras de pose (8) présente au moins un entraînement (10, 11).
  14. Ensemble de pose selon les revendications 12 ou 13, caractérisé en ce que le bras de pose (8) est relié de manière libérable au support de prémontage (14).
  15. Ensemble de pose selon l'une des revendications 12 à 14, caractérisé en ce que le bras de pose (8) est relié au support de prémontage (14) par des rouleaux de déplacement (9).
  16. Véhicule caractérisé par un ensemble de pose selon l'une des revendications 12 à 15.
  17. Procédé de pose d'un pont démontable de support de voie présentant au moins un support de voie (1, 2, 101, 102) et un support de prémontage (14), caractérisé en ce que le support de voie (1, 2, 101, 102) et le support de prémontage (14) sont reliés l'un à l'autre par l'intermédiaire d'un adaptateur intermédiaire (7, 21, 22).
  18. Procédé de pose d'un pont démontable de support de voie selon la revendication 17, caractérisé en ce que l'adaptateur intermédiaire (7, 21, 22) est relié au support de prémontage (14).
  19. Procédé de pose d'un pont démontable de support de voie selon l'une des revendications 17 ou 18, caractérisé en ce que le support de voie (1, 2, 101, 102) est relié à l'adaptateur intermédiaire (7, 21, 22).
  20. Procédé de pose d'un pont démontable de support de voie selon l'une des revendications 17 à 19, caractérisé en ce que l'adaptateur intermédiaire (7, 21, 22), en particulier l'adaptateur intermédiaire (7, 21, 22) relié un support de voie (1, 2, 101, 102), est parcouru au-dessus de la section (200) à traverser.
EP15826132.1A 2014-11-18 2015-11-16 Pont déployable démontable et procédé de pose d'un pont déployable démontable Active EP3221518B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102014116880.1A DE102014116880A1 (de) 2014-11-18 2014-11-18 Zerlegbare Spurträgerbrücke und Verfahren zum Verlegen einer zerlegbaren Spurträgerbrücke
PCT/DE2015/100488 WO2016078646A1 (fr) 2014-11-18 2015-11-16 Pont déployable démontable et procédé de pose d'un pont déployable démontable

Publications (2)

Publication Number Publication Date
EP3221518A1 EP3221518A1 (fr) 2017-09-27
EP3221518B1 true EP3221518B1 (fr) 2019-01-09

Family

ID=55182182

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15826132.1A Active EP3221518B1 (fr) 2014-11-18 2015-11-16 Pont déployable démontable et procédé de pose d'un pont déployable démontable

Country Status (4)

Country Link
EP (1) EP3221518B1 (fr)
DE (1) DE102014116880A1 (fr)
ES (1) ES2711533T3 (fr)
WO (1) WO2016078646A1 (fr)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2846182A1 (de) * 1978-10-24 1980-05-08 Porsche Ag Brueckenlegegeraet
IL79874A0 (en) * 1986-08-28 1986-11-30 Israel State Rapid deployment stationary bridge
DE3837122C2 (de) * 1988-11-02 1997-09-11 Krupp Foerdertechnik Gmbh Verfahren zum Zusammenbauen einer zerlegbaren Brücke auf einem Fahrzeug
DE4009354C2 (de) 1990-03-23 1995-11-23 Gutehoffnungshuette Man Zerlegbare Spurträgerbrücke mit zwischen den Spurträgern angeordnetem Vorbauträger
DE4434027C2 (de) * 1994-09-23 1997-03-20 Krupp Foerdertechnik Gmbh Führungsnut an Brückenabschnitten o. dgl. von verlegbaren Brücken und Verfahren zum Reparieren derselben

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
EP3221518A1 (fr) 2017-09-27
DE102014116880A1 (de) 2016-05-19
WO2016078646A1 (fr) 2016-05-26
ES2711533T3 (es) 2019-05-06

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