EP1398416A2 - Procédé pour la pose d'un pont démontable - Google Patents

Procédé pour la pose d'un pont démontable Download PDF

Info

Publication number
EP1398416A2
EP1398416A2 EP03015414A EP03015414A EP1398416A2 EP 1398416 A2 EP1398416 A2 EP 1398416A2 EP 03015414 A EP03015414 A EP 03015414A EP 03015414 A EP03015414 A EP 03015414A EP 1398416 A2 EP1398416 A2 EP 1398416A2
Authority
EP
European Patent Office
Prior art keywords
bridge
laying
rollers
girder
carrier
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
EP03015414A
Other languages
German (de)
English (en)
Other versions
EP1398416A3 (fr
EP1398416B1 (fr
Inventor
Reinhold Füssinger
Werner Dürr
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
Dornier GmbH
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 Dornier GmbH, Eurobridge Mobile Bruecken GmbH filed Critical Dornier GmbH
Publication of EP1398416A2 publication Critical patent/EP1398416A2/fr
Publication of EP1398416A3 publication Critical patent/EP1398416A3/fr
Application granted granted Critical
Publication of EP1398416B1 publication Critical patent/EP1398416B1/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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/005—Piers, trestles, bearings, expansion joints or parapets specially adapted for portable or sectional bridges

Definitions

  • the invention relates to a laying method according to the preamble of claim 1 for a dismountable bridge, i.e. a portable bridge for mobile use.
  • the object of the invention is to provide a laying process that has the advantages of the two known laying methods, but without those with these methods associated disadvantages.
  • the rail of the Rollers leaving the laying bar with the associated roll carrier from the to removing the bridge girder and at another point of the bridge girder, which is currently before entering the rail of the laying beam is attached again.
  • the invention combines the advantages of the two laying methods described according to the prior art, in which the roles with their support structure only as long beams to be installed are installed as required by the installation process.
  • bridge track girders and stem girders come as bridge girders to be installed as well as other bridge girders in question.
  • the bridge girder to be installed can in particular be used as a truss or as Solid wall or box girders should be formed.
  • the invention allows a bridge girder to be laid without additional bridges Weights (rollers and components for integrating the rollers into the structure of the Bridge girder), which are only required for the laying process.
  • the invention allows a bridge girder to be laid without the straps of the Carrier be burdened by roller pressure.
  • the invention allows a lighter, simpler and less expensive Realize bridge girders, since both the roles and their integration into the Structure eliminated.
  • the invention allows a lower counterweight to be realized in the free stem the necessary stability. This increases the transport weight of the system further reduced beyond the weight reduction of the bridge girder.
  • Fig. 1 is the example of a bridge track beam 3, the truss 3 with triangular cross section is formed, the sequence of the laying process shown.
  • Reference number VS denotes a support on the laying beam V.
  • each roller carrier carries exactly two rollers - see Fig. 3 in the lower one Knot of the truss mounted.
  • the middle two roles are in the rail of the laying beam V, which surrounds the rollers R in a U-shape.
  • the front roller R which the Laying beam V has already left, is dismantled and at the truss node of the beam 3 must be mounted behind the laying beam V.
  • FIG. 1 shows essentially the same situation, only that here another bridge section 33 was coupled and the bridge girder already a division of roles was moved further over the obstacle, so here too the roller carrier with roller R, which last left the laying beam V, is removed and can be reassembled at the back before entering the installation beam.
  • FIG. 2 shows a bridge track support 3 with two in the lower truss knot mounted roller carriers RT with associated rollers R.
  • the sectional view according to FIG. 3 shows the roller carrier RT, which the lower chord U des Bridge carrier 3 encloses and so forces up as contact forces in the Lower chord U initiates.
  • the side tabs L enclose the truss node.
  • rollers R on the side are supported by the rail of the laying beam V enclosed, which absorbs the role forces in all directions.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Mechanical Coupling Of Light Guides (AREA)
  • Automobile Manufacture Line, Endless Track Vehicle, Trailer (AREA)
  • Forklifts And Lifting Vehicles (AREA)
EP03015414A 2002-09-14 2003-07-09 Procédé pour la pose d'un pont démontable Expired - Lifetime EP1398416B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10242836 2002-09-14
DE10242836A DE10242836C1 (de) 2002-09-14 2002-09-14 Verlegeverfahren für eine zerlegbare Brücke

Publications (3)

Publication Number Publication Date
EP1398416A2 true EP1398416A2 (fr) 2004-03-17
EP1398416A3 EP1398416A3 (fr) 2004-12-29
EP1398416B1 EP1398416B1 (fr) 2006-11-29

Family

ID=29594635

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03015414A Expired - Lifetime EP1398416B1 (fr) 2002-09-14 2003-07-09 Procédé pour la pose d'un pont démontable

Country Status (4)

Country Link
US (1) US6918152B2 (fr)
EP (1) EP1398416B1 (fr)
AT (1) ATE346981T1 (fr)
DE (1) DE10242836C1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110939073A (zh) * 2020-01-15 2020-03-31 夏喜明 一种用于装配式桥梁快速施工的架桥设备

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7478450B2 (en) * 2005-11-29 2009-01-20 Charles Fong Longitudinally offset bridge substructure support system
AU2006330568B2 (en) * 2005-12-20 2011-04-21 Flatiron Constructors, Inc. Method and apparatus for bridge construction
US7814599B2 (en) * 2007-10-12 2010-10-19 ThyssenKrupp Fördertechnik GmbH Travel support mechanism for movable conveyor bridge
US8123001B1 (en) 2008-03-18 2012-02-28 Paul Kristen, Inc. Modular platform/ scaffolding
CN102251475B (zh) * 2010-05-19 2013-08-07 北京万桥兴业机械有限公司 变位平台运架一体机及桥梁架设方法
CN101831874B (zh) * 2010-05-27 2011-08-03 中铁大桥局集团第一工程有限公司 多孔大跨度连续钢桁梁多点同步顶推施工方法
CN102747691B (zh) * 2012-08-02 2014-08-27 中铁二十三局集团有限公司 桁架梁整体顶推架设方法
CN102877421B (zh) * 2012-09-17 2014-07-23 长沙理工大学 顶推施工梁体无应力线形高精度实现的施工控制方法
CN109610291B (zh) * 2018-12-26 2024-04-02 中国船舶重工集团应急预警与救援装备股份有限公司 一种大跨度柔性增强应急桥及其平推架设方法
CN114351585B (zh) * 2020-07-28 2023-06-16 四川宏华石油设备有限公司 一种连续快速架设的桥梁系统
CN112456330A (zh) * 2020-10-30 2021-03-09 中国华冶科工集团有限公司 大跨度钢结构通廊跨越河道的吊装方法
CN112359733B (zh) * 2020-11-04 2022-07-08 中铁第五勘察设计院集团有限公司 具有可折叠换梁机的换梁方法
WO2022099548A1 (fr) * 2020-11-12 2022-05-19 China Railway No.3 Engineering Group Co.Ltd Procédé d'installation d'arches de tube en acier
US12522990B1 (en) * 2024-09-14 2026-01-13 Poly Changda Engineering Co., Ltd. Bridge sliding device and a bridge construction system

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4920595A (en) 1981-09-30 1990-05-01 Dornier System Gmbh Solid bridge kit

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES353042A1 (es) * 1967-04-24 1969-10-16 Binder Co Ag Un dispositivo de viga desplazable para la construccion de panos de puentes y obras similares.
US4521932A (en) * 1981-12-08 1985-06-11 Fairey Engineering Limited Transportable bridge structure
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
DE9406015U1 (de) * 1994-04-12 1994-08-11 Krupp Fördertechnik GmbH, 47226 Duisburg Rollenwagen für die Verlegung von transportablen Brücken
FR2758835B1 (fr) * 1997-01-28 1999-04-02 Freyssinet Int Stup Systeme pour faire glisser le tablier d'un pont au sommet d'une pile
US5915423A (en) * 1997-05-27 1999-06-29 Williams Fairey Engineering Limited Bridge construction

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4920595A (en) 1981-09-30 1990-05-01 Dornier System Gmbh Solid bridge kit

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110939073A (zh) * 2020-01-15 2020-03-31 夏喜明 一种用于装配式桥梁快速施工的架桥设备

Also Published As

Publication number Publication date
US6918152B2 (en) 2005-07-19
EP1398416A3 (fr) 2004-12-29
ATE346981T1 (de) 2006-12-15
EP1398416B1 (fr) 2006-11-29
US20040111815A1 (en) 2004-06-17
DE10242836C1 (de) 2003-12-24

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