EP0340409B2 - Pont - Google Patents

Pont Download PDF

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Publication number
EP0340409B2
EP0340409B2 EP89103833A EP89103833A EP0340409B2 EP 0340409 B2 EP0340409 B2 EP 0340409B2 EP 89103833 A EP89103833 A EP 89103833A EP 89103833 A EP89103833 A EP 89103833A EP 0340409 B2 EP0340409 B2 EP 0340409B2
Authority
EP
European Patent Office
Prior art keywords
bridge
girths
track plates
struts
bridge 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.)
Expired - Lifetime
Application number
EP89103833A
Other languages
German (de)
English (en)
Other versions
EP0340409A1 (fr
EP0340409B1 (fr
Inventor
Herbert Ing.grad. Hüther
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.)
Dornier GmbH
Original Assignee
Dornier 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=6353180&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0340409(B2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Dornier GmbH filed Critical Dornier GmbH
Publication of EP0340409A1 publication Critical patent/EP0340409A1/fr
Publication of EP0340409B1 publication Critical patent/EP0340409B1/fr
Application granted granted Critical
Publication of EP0340409B2 publication Critical patent/EP0340409B2/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • 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
    • E01D15/124—Folding or telescopic bridges; Bridges built up from folding or telescopic sections

Definitions

  • the invention relates to a collapsible bridge according to the preamble of claim 1.
  • DE-C-1 207 948 supplemented by the M.A.N company brochure "Short Bridge - Short Span Bridge - Puente Corto" forms the closest prior art.
  • the bridge elements of DE-C-1 207 948 have two "active positions", namely a transport state and an installation state, the transport state possibly also being suitable for the absorption of lower loads and possibly. could also result in an effective installation condition.
  • a dismountable bridge which consists of several interconnectable bridge elements.
  • the bridge elements contain one or more road slabs, lower chords and struts. This bridge forms the preamble of claim 1.
  • the bridge elements are designed either as central elements with a horizontally running lane or as ramp elements with an inclined lane. Ramp elements cannot be used as central elements, so that a relatively large number of parts must be carried when transporting the bridge.
  • the object of the invention is to propose a bridge, in particular for military purposes, which requires as few vehicles as possible and which is variable in its length.
  • a framework of struts and lower chords is provided with which the height of the individual bridge elements can be adjusted - symmetrically - so that the carriageway and lower chord run parallel, or asymmetrically so that the carriageway does not run parallel to the lower chord.
  • This makes it possible to manufacture bridges in which the roadway and the lower flange or one of both components has an arcuate course, so that the bridge is higher in the middle than at its ends.
  • the pavement slabs form an arch and the lower chords form the associated tendon.
  • Due to the adjustable height the bridge can be adapted to the torque curve.
  • the design of the bridge elements according to the invention means that the lower flange and the diagonal struts can be folded together during transport in a very small space.
  • the low weight and the small transport dimensions allow the total length of approx. 40 meters to be transported by vehicle in the case of an armored bridge. Since all bridge sections are the same and on one vehicle, the building and laying of different bridge lengths can be easily automated.
  • the bridge elements are not only adjustable in height, but can also be locked in their respective heights, so that, using the same bridge elements, the bridge can be adapted relatively easily to the torque curve and that the height adjustment of the bridge elements is based essentially on the adjustability of the strut (s) (D).
  • the diagonal struts and / or the lower chords are telescopic.
  • they can be equipped with internal, arc-shaped grooves and projections so that unlocking takes place by turning the two halves. After pulling apart or pushing together, the carrier can be locked in a different length by turning it into a different groove.
  • An embodiment optimized in terms of weight has two roadway plates, two lower chords and eight diagonal struts per bridge element, each of which is arranged between the ends of the roadway plates and the center of the lower chords.
  • the diagonal struts and the lower chords can be accommodated inside.
  • two roadway plates are used per bridge element, which are connected to one another with cross members.
  • the bridge has a particularly favorable load-bearing capacity to weight ratio if its height-to-length ratio is in the range from 1:10 to 1:30, preferably 1:20.
  • Such a bridge has sufficient load-bearing capacity (MLC 60).
  • a laying vehicle e.g. a wheeled vehicle or an installation tank, which is suitable for the installation of the bridge according to the invention, has an extendable installation beam with a foot that improves the tipping moment of the entire vehicle, a height-adjustable support in the vehicle with one or more rollers on which the installation beam can be moved, and a slide that can be lifted and tilted to accommodate the bridge elements.
  • FIG. 1 shows three possible bridges, each consisting of several bridge elements B.
  • Each bridge element B consists of two carriageway slabs F, two lower chords U and several diagonal struts D.
  • the bridges shown here vary in length from approx. 14 to 27 meters.
  • the truss-like structure according to the invention in which e.g. the roadway plates F form an arch and the lower chords U form an associated chord.
  • Figure 2 shows bridges according to the invention with a length of 33.5 and 40 meters.
  • Figure 3 shows a bridge element B. It consists of two roadway plates F, two lower chords U and eight diagonal struts D. Exemplary dimensions are given.
  • the cross section through a bridge element B according to the invention the cross member Q can be seen, which connects the two roadway plates F to one another.
  • the diagonal struts D and the lower flange U could be sunk into the track plate F for space-saving transport.
  • the carriageway slab F has a U-shaped cross section. Other arrangements of the diagonal struts or struts which are approximately perpendicular to the roadway plate are also possible but not shown.
  • the curvature of the bridge according to the invention can also be achieved via its length adjustment.
  • Figure 4 shows an embodiment of a diagonal strut D from two mutually displaceable parts.
  • the strut can be changed in length from 3.1 to 3.8 meters.
  • the length change and locking takes place with the aid of projections V and grooves N, which can be brought into engagement with one another.
  • the projections V and grooves N are of arcuate design here, as shown in FIG. 4 at the bottom left.
  • Figure 5 shows two possible ramps R and R '.
  • the ramp R shown above is rigid and has a slightly lower weight than the pivotable ramp R 'shown below.
  • the ramps R and R 'each interact with the roadway plates F and the lower chords U. Exemplary dimensions for the swivel angle can be seen in the figure.
  • FIG. 6 shows an armored personnel carrier VP with 46 meter bridge.
  • the bridge is mounted in the form of its bridge elements B on a slide SL.
  • the carriage has a lifting and pivoting device. Its movement possibilities are indicated in the bottom right of FIG. 6.
  • the installation armor VP has an installation beam VB, with a foot, with which the tilting moment of the installation armor VP can be increased considerably. So that is it is possible to lay up to 46 meters of bridge in the free porch.
  • the installation armor VP also has in its middle part an up and down movable support ST which carries a roller on its top on which the installation beam can be moved.
  • FIG. 7 shows the laying process with the laying armor VP.
  • the bridge elements B are moved backwards with the slide SL and the laying beam VB is extended forward with the foot.
  • the slide is tilted so that the bridge elements B can be brought to their intended height by extending the diagonal struts and the lower chords.
  • the laying process is shown in an advanced stage.
  • the finished bridge elements B are then coupled together on the laying vehicle VP and pushed over the obstacle via the laying beam VB. Exemplary information on the space requirement on the bank can be found in FIG. 7 below.
  • Figure 8 shows various bridge combinations that a single laying vehicle can choose to lay. Either 4 x 13 meter long bridges or 2 x 24 meter long bridges or two 13 meter long and one 24 meter long bridge or one 35 meter long and one 13 meter long bridge or a 46 meter long bridge can be laid.
  • FIG. 9 shows three types of bridges that can be built from the bridge elements B according to the invention.
  • the carriageway formed by the carriageway slabs F
  • the lower chord formed by the lower chords U
  • Struts are not shown in this figure.

Landscapes

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

Claims (10)

1. Pont démontable, en particulier pour des usages militaires, constitué d'une pluralité d'éléments de pont (B) pouvant être accouplés les uns aux autres dans le sens longitudinal du pont, les éléments de pont (B) comprenant un ou plusieurs tabliers (F), une ou plusieurs membrures inférieures (U) et une ou plusieurs jambes de force (D) à longueur variable, et étant réglables en hauteur, caractérisé en ce que les jambes de force (D) peuvent être bloquées a leur longueur respective.
2. Pont selon la revendication 1, caractérisé en ce que les tabliers (F) forment un arc et les membrures inférieures (U) la corde associée, ou que les membrures inférieures (U) forment l'arc et les tabliers (F) la corde, ou que les membrures inférieures (U) et les tabliers (F) forment tous deux des arcs.
3. Pont selon l'une des revendications 1 ou 2, caractérisé en ce qu'il comprend des jambes de forces diagonales (D) et des membrures inférieures (U) télescopiques et immobilisables.
4. Pont selon la revendication 3, caractérisé en ce que les jambes de force diagonales (D) présentent des saillies (V) en forme d'arc qui peuvent s'engager dans des rainures (N) en forme d'arc situées en face.
5. Pont selon l'une des revendications 1 ou 2, caractérisé en ce qu'il comprend des jambes de force diagonales et/ou des membrures inférieures comportant des points d'accouplement à des distances différentes.
6. Pont selon l'une des revendications 3 ou 4, caractérisé en ce que chaque élément de pont (B) comporte deux tabliers (F), deux membrures inférieures (U) et huit jambes de force diagonales (D) qui sont respectivement articulées entre les extrémités des tabliers (F) et le milieu des membrures inférieures (U).
7. Pont selon la revendication 6, caractérisé en ce qu'il comprend des poutres transversales (Q) entre les tabliers (F).
8. Pont selon l'une des revendications 1 ou 2, caractérisé en ce que le rapport entre la hauteur et la longueur du pont se situe dans la plage de 1 : 10 à 1 : 30, de préférence à environ 1 : 20.
9. Pont selon l'une des revendications 1 ou 2, caractérisé en ce que les tabliers sont ajustables en longueur.
10. Véhicule de pose (char de pose VP) comprenant un pont selon l'une quelconque des revendications précédentes, une poutre de pose (VB) déployable avec pied, un support (ST) avec des rouleaux, réglable en hauteur dans le véhicule, et un chariot (SL) soulevable et inclinable pour la réception des éléments de pont (B).
EP89103833A 1988-04-29 1989-03-04 Pont Expired - Lifetime EP0340409B2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3814502 1988-04-29
DE3814502A DE3814502C3 (de) 1988-04-29 1988-04-29 Brücke

Publications (3)

Publication Number Publication Date
EP0340409A1 EP0340409A1 (fr) 1989-11-08
EP0340409B1 EP0340409B1 (fr) 1991-12-27
EP0340409B2 true EP0340409B2 (fr) 1995-12-27

Family

ID=6353180

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89103833A Expired - Lifetime EP0340409B2 (fr) 1988-04-29 1989-03-04 Pont

Country Status (3)

Country Link
US (1) US5042101A (fr)
EP (1) EP0340409B2 (fr)
DE (1) DE3814502C3 (fr)

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IT89068157A1 (it) * 1989-12-22 1991-06-24 Giuseppe Drago Ponte a struttura modulare e procedimento di varo per la sua posa in opera
DE4009639C2 (de) * 1990-03-26 1994-04-28 Dornier Gmbh Verlegeeinrichtung
SE467932B (sv) * 1990-04-18 1992-10-05 Karlskronavarvet Ab Byggsats foer byggande av en bro samt broelement, vagn och stoedbenpar ingaaende daeri
DE4038763A1 (de) * 1990-12-05 1992-06-11 Krupp Industrietech Zerlegbare bruecke und fahrzeug zum verlegen der bruecke
DE4126250C2 (de) * 1991-08-08 1996-10-24 Gutehoffnungshuette Man Aus Spurträgern bestehendes Brückensystem
DE4137500C1 (fr) * 1991-11-14 1992-11-26 Dornier Gmbh, 7990 Friedrichshafen, De
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.
EP0563418A1 (fr) * 1992-03-31 1993-10-06 Krupp Industrietechnik Gmbh Pont déplaçable et véhicule pour la pose du pont
EP0563872B1 (fr) * 1992-03-31 1996-05-29 Krupp Fördertechnik GmbH Pont déplaçable et véhicule pour la pose du pont
DE4240271A1 (de) * 1992-12-01 1994-06-09 Krupp Foerdertechnik Gmbh Zerlegbare Brücke
DE4240270A1 (de) * 1992-12-01 1994-06-09 Krupp Foerdertechnik Gmbh Zerlegbare Brücke
DE4240574A1 (de) * 1992-12-03 1994-06-09 Krupp Foerdertechnik Gmbh Verlegbare Brücke
DE4433938C2 (de) * 1993-07-31 2001-03-01 Man Technologie Gmbh Zerlegbare und zusammenklappbare Fußgängerbrücke
DE4325779C2 (de) * 1994-09-23 1999-07-22 Man Technologie Gmbh Zerlegbare und zusammenklappbare Fußgängerbrücke
DE4331254C2 (de) * 1993-09-15 2000-01-27 Dornier Gmbh Brücke
DE19643810C2 (de) * 1996-10-30 1998-12-10 Krupp Foerdertechnik Gmbh Handhabungsgerät für ein Brückenlegesystem
DE19813542C1 (de) * 1998-03-27 1999-07-22 Mak System Gmbh Räum- und Stützschild
US6421863B1 (en) 2000-09-25 2002-07-23 Custom Manufacturing, Inc. Portable bridge footings and abutments
US6799345B2 (en) * 2003-01-02 2004-10-05 David Occhiolini Footbridge support
DE10307858B3 (de) 2003-02-25 2004-06-09 Dornier Gmbh Zerlegbare Brücke
US7091640B2 (en) * 2004-05-26 2006-08-15 Emerson Electric Co. Motor with a multifunction bearing cap and method of assembly
DE102004049969B8 (de) * 2004-10-14 2006-03-23 Military Mobile Bridges Gmbh Modulare Scherenbrücke sowie Verlegeeinrichtung und Verfahren zum Verlegen zerlegbarer Brücken
FR2901817B1 (fr) * 2006-05-31 2015-03-27 Deschamps A & Fils Ets Pont temporaire
US20130047351A1 (en) 2011-08-31 2013-02-28 Marc Breault Pipeline crossing bridge
USD735435S1 (en) * 2013-12-01 2015-07-28 Nicholas A. Guido, III Wet area bridge
DE102015103209A1 (de) * 2015-03-05 2016-09-08 Wilhelm Layher Verwaltungs-Gmbh Fachwerkrahmen, modularer Fachwerkträger und Überbrückungs- und/oder Tragkonstruktion
CN105603863A (zh) * 2015-12-29 2016-05-25 大同煤矿集团有限责任公司 综采安全出口行人推拉折叠式过桥
PT109392A (pt) 2016-05-16 2017-11-16 Pgpi - Marcas E Patentes S A Disposição estrutural modular, sistema de construção de uma ponte e processo de construção de uma ponte
RU171265U1 (ru) * 2016-12-20 2017-05-26 Федеральное государственное казенное военное образовательное учреждение высшего образования "ВОЕННАЯ АКАДЕМИЯ МАТЕРИАЛЬНО-ТЕХНИЧЕСКОГО ОБЕСПЕЧЕНИЯ имени генерала армии А.В. Хрулева" Поворотная стойка шпренгельной системы для автодорожных разборных мостов
US10179979B1 (en) * 2017-07-12 2019-01-15 Tidy Site Services, LLC Bridge span and methods of moving a bridge span
RU177132U1 (ru) * 2017-08-08 2018-02-09 Федеральное государственное казенное военное образовательное учреждение высшего образования "ВОЕННАЯ АКАДЕМИЯ МАТЕРИАЛЬНО-ТЕХНИЧЕСКОГО ОБЕСПЕЧЕНИЯ имени генерала армии А.В. Хрулева" Конструкция облегчённого раскладного пролётного строения металлической эстакады рэм - 500
CN110106789A (zh) * 2019-04-30 2019-08-09 中国人民解放军陆军工程大学 一种钛/铝/钛轻质高强度应急桥梁及架设方法

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Also Published As

Publication number Publication date
EP0340409A1 (fr) 1989-11-08
DE3814502C3 (de) 1995-08-03
EP0340409B1 (fr) 1991-12-27
DE3814502C2 (fr) 1991-12-12
US5042101A (en) 1991-08-27
DE3814502A1 (de) 1989-11-09

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