EP1452644A2 - Pont démontable - Google Patents

Pont démontable Download PDF

Info

Publication number
EP1452644A2
EP1452644A2 EP03027668A EP03027668A EP1452644A2 EP 1452644 A2 EP1452644 A2 EP 1452644A2 EP 03027668 A EP03027668 A EP 03027668A EP 03027668 A EP03027668 A EP 03027668A EP 1452644 A2 EP1452644 A2 EP 1452644A2
Authority
EP
European Patent Office
Prior art keywords
bridge
arches
track supports
modules
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.)
Granted
Application number
EP03027668A
Other languages
German (de)
English (en)
Other versions
EP1452644B1 (fr
EP1452644A3 (fr
Inventor
Reinhold Fuessinger
Werner Duerr
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.)
Airbus Defence and Space GmbH
Original Assignee
Eurobridge Mobile Bruecken 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
Application filed by Eurobridge Mobile Bruecken GmbH filed Critical Eurobridge Mobile Bruecken GmbH
Publication of EP1452644A2 publication Critical patent/EP1452644A2/fr
Publication of EP1452644A3 publication Critical patent/EP1452644A3/fr
Application granted granted Critical
Publication of EP1452644B1 publication Critical patent/EP1452644B1/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
    • E01D15/133—Portable or sectional bridges built-up from readily separable standardised sections or elements, e.g. Bailey bridges

Definitions

  • the invention relates to a dismountable, i.e. portable bridge for the mobile Use according to the preamble of claim 1.
  • Transportable bridges should have both the required span when used as well as the required load, so as not to waste a lot of material having to travel long distances, i.e. transportable bridges should be adapt to the obstacle and the load through their construction. This is special important if the bridges are to be brought to their place of use by air freight.
  • the two track carriers are by an explosive device with one or more Post tensioned, which also includes the possibility of a preload.
  • the space required for undervoltage below the bridge girder is not always present.
  • the pre-tension must be set be ensured over the entire duration of the assignment.
  • longitudinally adjustable truss rods allow the track carrier height to be adjusted to the intended load, so that the same bar forces always occur.
  • the supporting structure of the bridge becomes a mechanism that is active must be adjusted or regulated.
  • AT 145 895 describes a generic bridge in which the track supports are each spanned by an arch and attached to it.
  • both track supports and arches are divided into several modules.
  • the track carrier modules are designed identically to one another, while the arch modules have different lengths depending on their position along the longitudinal direction of the bridge and the local slope existing there relative to the horizontal.
  • the span of this bridge is reduced by removing two bridge modules, each consisting of a track carrier module, arch module and hanging pole, symmetrically to the center of the bridge.
  • the associated arch module maintains its original slope in each bridge module; the length of the associated hanging bar of this and other bridge modules only has to be adjusted.
  • the present invention has for its object a modular structure to create a mobile bridge that avoids the disadvantages of State of the art is characterized by great variability and flexible Obstacle and load can be adjusted.
  • the load-bearing capacity of the bridge track supports is two Arches spanning the bridge on which the bridge track supports, e.g. about tension rods, are attached, increased.
  • tension rods any prestressable elements, especially flexible belts, tapes (e.g. made of textile materials) are used become.
  • the two arches are the division of the bridge track supports customized.
  • the individual modules of the arches are one below the other identical in construction and in particular have the same length.
  • the same applies to the individual Modules of the track carriers are identical to one another and have the same length on.
  • Arches and track supports are each provided with end pieces at their ends, whereby the end pieces of the arches with the end pieces of the respective track carriers are torque-resistant are connected, and the end pieces are designed such that they in Are able, the length differences (measured in bridge span) between Compensate for track supports and arches for different bridge lengths.
  • the arch structure also fits the bridge length on. Since the height of the arch is roughly proportional to the span, the load on the individual components changes over the span of the Bridge not very strong.
  • Typical spans of the bridge according to the invention are in the range up to approx. 30m.
  • Fig. 1 shows a bridge according to the invention in side view. It includes one Bridge girder, the essential components of two track supports S and the Roadway F (Fig. 2,3) includes.
  • the track carriers S are modular and include 5 modules SM in the embodiment shown in FIG. 1.
  • the reinforcement of the bridge girders S is reached by two arches B spanning the bridge their ends are torque-rigid connected to the track carriers S and at which the structure of the track carrier S is attached by means of tension rods Z.
  • the arches B are modular several BM modules.
  • the modules SM of the track carriers S are mutually identically trained.
  • the modules BM of the arches B are also one below the other identically trained.
  • Track supports S and arches B are at their ends with Provide end pieces (track carrier head SK, overvoltage head BK). About these End pieces SK, BK are arches B and track supports S at the base points of arches B. connected to each other with a stiff torque.
  • Bow B and track carrier S are mutually related in terms of their modular structure adjusted so that a sheet module BM and a track carrier module SM together Form bridge module.
  • the number of modules SM, BM is for sheet B and track carrier S. equal.
  • the length of the bend modules BM is equal to the length of the track carrier modules SM matched, so that the bridge in different lengths (i.e. with different Number of bridge modules) can be built.
  • the number of Bridge module dependent length difference (lengths measured in the longitudinal direction of the bridge) between sheet B and track carrier S is due to the formation of the end pieces SK, BK compensated.
  • track carrier S and arches B are independent of the overvoltage of the bridge girder according to the invention.
  • well-known Constructions are used.
  • box girders are also possible.
  • Fig. 2 shows an embodiment in which the track carrier S and arches B as a triangular carrier are trained. They are connected to each other via a tension rod Z.
  • track supports S and arches B are box supports formed with a rectangular cross section and each via two tension rods Z connected.
  • Fig. 6 shows a truss with a triangular cross section executed module BM of the overvoltage.
  • the sheets B can be one or more Post pairs P, which are connected to the overvoltage B (position 1), stabilized become.
  • the overvoltage B position 1

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Valve Device For Special Equipments (AREA)
  • Stringed Musical Instruments (AREA)
  • Valve-Gear Or Valve Arrangements (AREA)
EP03027668A 2003-02-25 2003-12-03 Pont démontable Expired - Lifetime EP1452644B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10307858 2003-02-25
DE10307858A DE10307858B3 (de) 2003-02-25 2003-02-25 Zerlegbare Brücke

Publications (3)

Publication Number Publication Date
EP1452644A2 true EP1452644A2 (fr) 2004-09-01
EP1452644A3 EP1452644A3 (fr) 2005-05-04
EP1452644B1 EP1452644B1 (fr) 2007-09-19

Family

ID=32309070

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03027668A Expired - Lifetime EP1452644B1 (fr) 2003-02-25 2003-12-03 Pont démontable

Country Status (5)

Country Link
US (1) US7017219B2 (fr)
EP (1) EP1452644B1 (fr)
AT (1) ATE373746T1 (fr)
DE (2) DE10307858B3 (fr)
ES (1) ES2290398T3 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2394123C1 (ru) * 2009-06-11 2010-07-10 Фархат Талгатович Хамидуллин Разборный мост навесного типа
DE102015219228A1 (de) * 2015-10-06 2017-04-06 Bauhaus Universität Weimar Bausatz für ein zerlegbares, begehbares Tragwerk
CN111074749B (zh) * 2019-12-26 2024-06-07 广西大学 双桁双拱桥

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT145895B (de) 1934-01-29 1936-05-25 Ganz & Co Elek Zitaets Maschin Zerlegbare Brücke.
DE3814502A1 (de) 1988-04-29 1989-11-09 Dornier Gmbh Bruecke

Family Cites Families (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2367291A (en) * 1941-09-22 1945-01-16 Letourneau Inc Portable bridge
US2366916A (en) * 1941-12-24 1945-01-09 Letourneau Inc Portable overpass
DE1534205A1 (de) * 1965-04-10 1969-05-22 Krupp Gmbh Zerlegbare Bruecke oder Hochstrasse
FR1569713A (fr) * 1968-03-01 1969-06-06
IT1001125B (it) * 1973-12-20 1976-04-20 Lotto S Ponte di servizio estemporaneo mo dulare componibile automontato ed autovariabile
US4169296A (en) * 1978-03-21 1979-10-02 Ingenieursbureau Marcon (Marine Consultants) B.V. Connecting bridge for personnel to connect two mutually movable marine structures
GB2196674B (en) * 1980-03-04 1988-09-28 Secr Defence Launching apparatus for transportable bridges
US4972538A (en) * 1980-03-04 1990-11-27 The Secretary Of State For Defence In Her Britannic Majesty's Government Of The United Kingdom Of Great Britain And Northern Ireland Launching apparatus for transportable bridges
US4521932A (en) * 1981-12-08 1985-06-11 Fairey Engineering Limited Transportable bridge structure
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
DE3628273A1 (de) * 1986-08-20 1988-03-03 Krupp Gmbh Verlegesystem fuer eine zerlegbare bruecke
DE3629842A1 (de) * 1986-09-02 1988-03-10 Krupp Gmbh Verlegbare bruecke
FR2608186B1 (fr) * 1986-12-16 1989-03-31 Creusot Loire Dispositif de pose et de reprise sur le sol d'une travure de pont mobile
DE3705651A1 (de) * 1987-02-21 1987-10-15 Salzgitter Ag Zerlegbare bruecke
US4962556A (en) * 1989-03-02 1990-10-16 The United States Of America As Represented By The Secretary Of The Army Lightweight, collapsible bridge module, and system with deployment and retrieval trailer
FR2649425B1 (fr) * 1989-07-05 1991-11-15 Cnim Systeme de pontage destine au franchissement d'obstacles tels que breche
US4953249A (en) * 1989-09-11 1990-09-04 Warwick Jack A Modular overpass or raised parking structure
DE4137500C1 (fr) * 1991-11-14 1992-11-26 Dornier Gmbh, 7990 Friedrichshafen, De
US5491861A (en) * 1992-01-22 1996-02-20 Penuela; Julio P. Portable, demountable bridge of aerial point to ford rivers, chasms and the like
EP0563872B1 (fr) * 1992-03-31 1996-05-29 Krupp Fördertechnik GmbH Pont déplaçable et véhicule pour la pose du pont
DE4240270A1 (de) * 1992-12-01 1994-06-09 Krupp Foerdertechnik Gmbh Zerlegbare Brücke
EP0640722A1 (fr) * 1993-08-31 1995-03-01 Krupp Fördertechnik GmbH Pont déplaçable
DE19724771C1 (de) * 1997-06-12 1998-10-01 Dornier Gmbh Modulare Brücke
DE19858328C1 (de) * 1998-12-17 2000-03-30 Dornier Gmbh Mobile Brücke
DE10127136B4 (de) * 2001-06-02 2010-07-15 General Dynamics Santa Bárbara Sistemas GmbH Militärisches Schnellbaubrückensystem

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT145895B (de) 1934-01-29 1936-05-25 Ganz & Co Elek Zitaets Maschin Zerlegbare Brücke.
DE3814502A1 (de) 1988-04-29 1989-11-09 Dornier Gmbh Bruecke

Also Published As

Publication number Publication date
US7017219B2 (en) 2006-03-28
ES2290398T3 (es) 2008-02-16
DE10307858B3 (de) 2004-06-09
DE50308213D1 (de) 2007-10-31
ATE373746T1 (de) 2007-10-15
US20040231074A1 (en) 2004-11-25
EP1452644B1 (fr) 2007-09-19
EP1452644A3 (fr) 2005-05-04

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