EP0340409A1 - Pont - Google Patents

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Publication number
EP0340409A1
EP0340409A1 EP89103833A EP89103833A EP0340409A1 EP 0340409 A1 EP0340409 A1 EP 0340409A1 EP 89103833 A EP89103833 A EP 89103833A EP 89103833 A EP89103833 A EP 89103833A EP 0340409 A1 EP0340409 A1 EP 0340409A1
Authority
EP
European Patent Office
Prior art keywords
bridge
lower chords
laying
diagonal struts
struts
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
Application number
EP89103833A
Other languages
German (de)
English (en)
Other versions
EP0340409B2 (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(A1) "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
Application granted granted Critical
Publication of EP0340409B1 publication Critical patent/EP0340409B1/fr
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 bridge according to the preamble of claim 1.
  • 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 individual bridge elements can be adjusted in height - symmetrically, so that the roadway and lower chord run parallel, or asymmetrical so that the road does not run parallel to the lower flange.
  • 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 can 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 light weight and the small transport dimensions allow the total length of approx. 40 meters to be transported with one 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 according to the invention has the following advantages: - little and small spare parts - little wind exposure area - little bombardment area - Great variability, ie either a very long or several short bridges can be built by one vehicle at the same time - up to 45 meters no stem carrier necessary - light weight - low transport volume - Better bridge view of the tank driver when approaching the bridge - Parts can be replaced by hand and can also be carried as a replacement (in one Example, the telescope weighs 56 kg, a lower chord section 150 kg, a coupling 50 kg and a ramp 200 kg) - higher natural frequency thanks to stiffer and smaller mass - in the event of failure of a bridge part, only a reduction in the overall length and no failure of the overall system - Open structure, which gives a clear view of coupling points and other critical points - No upgrading behind the front, as all elements are interchangeable - no tactical restriction (decision at the destination about bridge length).
  • the lengths of the roadway and / or lower flange of the bridge elements are variable, which results in a variable height and / or a variable slope from lower flange to roadway.
  • This can be done, for example, by telescopic and lockable components (roadway plates, struts and / or lower chords) or by components that have coupling points at their ends at different distances.
  • 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 another groove.
  • An embodiment optimized in terms of weight has two roadway plates, two lower chords and eight diagonal struts per bridge element, which are each 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 by cross members.
  • the bridge has a particularly favorable ratio of load capacity to weight if its height to length ratio is in the range from 1:10 to 1:30, preferably 1:20.
  • Such a bridge has a sufficient load-bearing capacity (MLC 60).
  • a laying vehicle for example a wheeled vehicle or a laying tank, which is suitable for laying the bridge according to the invention, has an extendable laying 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 laying beam is slidable, and a sled, which can be lifted and tilted to accommodate the bridge elements.
  • FIG. 1 shows four possible bridges, each consisting of one or more 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 6.5 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 is the To recognize cross member Q, which connects the two road plates F together.
  • the diagonal struts D and the lower flange U could be sunk into the deck F for space-saving transport.
  • the carriageway slab F has a U-shaped cross section. Other arrangements of the diagonal struts or struts that 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.
  • FIG. 4 shows an embodiment of a diagonal strut D consisting of two parts which can be moved relative to one another.
  • the strut can be changed in length from 3.1 to 3.8 meters.
  • the length change and locking takes place with the help 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 found 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 shown in the bottom right of FIG. 6.
  • the VP armored personnel carrier has a VB laying beam with a foot with which the tilting moment of the VP armored personnel carrier can be increased considerably. This makes it possible to lay up to 46 meters of bridge in the free porch.
  • the installation armor VP also has in its middle part a support ST which can be moved up and down and which carries a roller on its top, on which the installation beam can be moved.
  • Figure 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 one 46 meter long bridge are to 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)
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 true EP0340409A1 (fr) 1989-11-08
EP0340409B1 EP0340409B1 (fr) 1991-12-27
EP0340409B2 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)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2258485A (en) * 1991-08-08 1993-02-10 Gutehoffnungshuette Man Bridge-forming system
FR2683837A1 (fr) * 1991-11-15 1993-05-21 Mediterranee Const Ind Structure de travure destinee en particulier au franchissement de breches par des vehicules et systeme de transport et de depose de la structure.
EP0600330B2 (fr) † 1992-12-01 1999-05-19 MAN Technologie AG Pont démontable
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
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

Families Citing this family (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT8968157A1 (it) * 1989-12-22 1991-06-22 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
DE4137500C1 (fr) * 1991-11-14 1992-11-26 Dornier Gmbh, 7990 Friedrichshafen, De
EP0563872B1 (fr) * 1992-03-31 1996-05-29 Krupp Fördertechnik GmbH Pont déplaçable et véhicule pour la pose du pont
EP0563418A1 (fr) * 1992-03-31 1993-10-06 Krupp Industrietechnik Gmbh Pont déplaçable et véhicule pour la pose du pont
DE4240271A1 (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
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

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2039311A (en) * 1978-11-24 1980-08-06 Porsche Ag Transportable bridge having means for folding the spans of the bridge
WO1980002166A1 (fr) * 1979-04-03 1980-10-16 P Wesseltoft Trottoir prefabrique
EP0075671A1 (fr) * 1981-09-30 1983-04-06 DORNIER SYSTEM GmbH Pont démontable
GB2155979A (en) * 1984-03-12 1985-10-02 Dietrich Sa Lightweight lattice bridge
EP0256446A2 (fr) * 1986-08-20 1988-02-24 Fried. Krupp AG Hoesch-Krupp Système de mise en place d'un pont démontable

Family Cites Families (11)

* Cited by examiner, † Cited by third party
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DE298738C (fr) *
US879524A (en) * 1907-09-19 1908-02-18 Abe Cartwright Adjustable brace.
BE634986A (fr) * 1962-07-14
IT1001125B (it) * 1973-12-20 1976-04-20 Lotto S Ponte di servizio estemporaneo mo dulare componibile automontato ed autovariabile
SU749970A2 (ru) * 1977-01-06 1980-07-23 Военно-Инженерная Ордена Ленина Краснознаменная Академия Им. В.В.Куйбышева Пролетное строение временного моста
DE2926594A1 (de) * 1979-07-02 1981-01-15 Systemtechnik Gmbh Brueckenlegefahrzeug
DD212279A1 (de) * 1982-12-17 1984-08-08 Metalleichtbau Veb K Vorrichtung zum unterspannen von brueckenelementen
DE3421771A1 (de) * 1984-06-12 1985-12-12 Eisenwerke Kaiserslautern Göppner GmbH, 6750 Kaiserslautern Provisorische festbruecke fuer den militaerischen einsatz
GB2165872B (en) * 1984-10-24 1988-01-20 Mabey & Johnson Ltd Lattice panel bridge
US4635311A (en) * 1985-06-10 1987-01-13 The United States Of America As Represented By The Secretary Of The Army Military tactical bridge system, method and foldable modules
FR2597129B1 (fr) * 1986-04-11 1988-09-02 Dietrich & Cie De Travure legere repliable pour le franchissement de breches par des engins dits lourds, notamment des engins blindes

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2039311A (en) * 1978-11-24 1980-08-06 Porsche Ag Transportable bridge having means for folding the spans of the bridge
WO1980002166A1 (fr) * 1979-04-03 1980-10-16 P Wesseltoft Trottoir prefabrique
EP0075671A1 (fr) * 1981-09-30 1983-04-06 DORNIER SYSTEM GmbH Pont démontable
GB2155979A (en) * 1984-03-12 1985-10-02 Dietrich Sa Lightweight lattice bridge
EP0256446A2 (fr) * 1986-08-20 1988-02-24 Fried. Krupp AG Hoesch-Krupp Système de mise en place d'un pont démontable

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2258485A (en) * 1991-08-08 1993-02-10 Gutehoffnungshuette Man Bridge-forming system
GB2258485B (en) * 1991-08-08 1994-12-07 Gutehoffnungshuette Man Bridge-forming system
FR2683837A1 (fr) * 1991-11-15 1993-05-21 Mediterranee Const Ind Structure de travure destinee en particulier au franchissement de breches par des vehicules et systeme de transport et de depose de la structure.
EP0543711A1 (fr) * 1991-11-15 1993-05-26 Constructions Industrielles De La Mediterranee- Cnim Structure de travure destinée en particulier au franchissement de brèches par des véhicules
US5363527A (en) * 1991-11-15 1994-11-15 Constructions Industrielles De La Mediterranee Cnim Spanning beam structure for clearing breaches by vehicles
EP0685599A1 (fr) * 1991-11-15 1995-12-06 Constructions Industrielles De La Mediterranee- Cnim Système de transport sur un véhicule d'au moins deux travures de pontage destinées au franchissement de brèches et de dépose des travures au-dessus des brèches à partir du véhicule
EP0600330B2 (fr) † 1992-12-01 1999-05-19 MAN Technologie AG Pont démontable
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
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

Also Published As

Publication number Publication date
EP0340409B2 (fr) 1995-12-27
DE3814502C2 (fr) 1991-12-12
DE3814502A1 (de) 1989-11-09
US5042101A (en) 1991-08-27
EP0340409B1 (fr) 1991-12-27
DE3814502C3 (de) 1995-08-03

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