EP1398415A2 - Pont démontable - Google Patents

Pont démontable Download PDF

Info

Publication number
EP1398415A2
EP1398415A2 EP03015413A EP03015413A EP1398415A2 EP 1398415 A2 EP1398415 A2 EP 1398415A2 EP 03015413 A EP03015413 A EP 03015413A EP 03015413 A EP03015413 A EP 03015413A EP 1398415 A2 EP1398415 A2 EP 1398415A2
Authority
EP
European Patent Office
Prior art keywords
track
bridge
carriers
truss
supports
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
EP03015413A
Other languages
German (de)
English (en)
Other versions
EP1398415B1 (fr
EP1398415A3 (fr
Inventor
Reinhold Füssinger
Walter Steppacher
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.)
Eurobridge Mobile Bruecken 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 EP1398415A2 publication Critical patent/EP1398415A2/fr
Publication of EP1398415A3 publication Critical patent/EP1398415A3/fr
Application granted granted Critical
Publication of EP1398415B1 publication Critical patent/EP1398415B1/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
    • 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 dismountable bridge, i.e. a portable bridge for the mobile use.
  • a transportable bridge is known from DE 195 10 582 A1 , the track supports of which are non-positively connected by means of cross members.
  • a cross member forms part of the lower flange.
  • roadway screeds aligned in the longitudinal direction of the bridge, which are non-positively connected to the cross members.
  • the track supports each comprise two truss levels consisting of diagonal struts, lower and upper chord. These individual parts forming the track carrier are each connected to one another by means of releasable connections.
  • DE 2 250 013 A1 describes a transportable bridge whose track supports have a triangular cross section. There is a belt profile at each triangle point.
  • the two base sides of the track carriers each consist of a so-called Vierendeel carrier. It is a frame-like support structure with additional diagonal struts. The geometry of the track carriers cannot be changed.
  • the crossbeams connected to the track supports are butted against the track supports.
  • the dimensions, especially the Height of the bending beam of the supporting structure, as high as possible and the used Materials should be as light, firm and stiff as possible.
  • the described structure of the track carrier creates the prerequisite for a simple one Collapse the track carriers.
  • the volume of the track carrier is determined by the Collapsing the two truss levels significantly reduced for transport.
  • the static connection of each of the two truss levels is when folded not resolved.
  • the static combination of the two truss levels is Weight-optimized thanks to permanent connections. So there are no loose ones Fasteners that are used in the rain, ice and snow as well as in the dark could easily get lost.
  • the manufacture of the necessary for use unfolded form of the track carrier from the required for transport volume-saving collapsed shape is without a minimum of time any aid possible.
  • the cross beams and the pavement planks are not primary structures, i.e. their failure does not necessarily trigger the failure of the bridge as a whole.
  • Crossbeams, pavement planks and drive-on aids can also be used on existing ones Bridge can be replaced.
  • the track carriers are advantageous in the longitudinal direction of the bridge from one or more Track carrier sections coupled together.
  • the track carriers are at their ends with End pieces completed. These can also serve as supports for the bridge serve.
  • Typical spans of the bridge according to the invention are in the range up to approx. 30 m.
  • Fig. 1 shows the execution of a bridge B according to the invention in several views. It comprises two track supports 3, which act as trusses with a triangular cross section are trained.
  • the track carrier 3 are in this embodiment from three track carrier sections 31 coupled together along the longitudinal direction of the bridge and on terminated at the ends with end pieces E.
  • the end pieces E are on the outer Coupled bridge section and form defined supports of the bridge.
  • Collision aids AF are arranged between the end pieces E of the track carriers 3 the height difference between the bank and the upper edge of the bridge carriageway bridged.
  • the individual track carrier sections 31 are advantageously coupled together Upper chord O and the two lower chords U, which serve as eye rod connections at their ends can be trained.
  • the coupling points between the individual Track carrier sections 31 are designated by 11.
  • a track carrier 3 has two truss levels, each between the upper Triangle point and one of the two lower triangle points is spanned. After the track carrier 3 is open at the bottom. However, between the two lower chords, additional removable diagonal bars as a wind bandage be used.
  • truss knot K The places where the diagonal struts D of the truss on the lower or upper flange U, O meet, are referred to as truss knot K.
  • the truss corresponds to the Cremona truss definition.
  • Such a framework can be optimally lightweight and rigid be interpreted.
  • the track carriers 3 are connected by cross members 5.
  • the cross member 5 are on the lower node K of the two truss levels of the track carrier 3 and are with connected this non-positively.
  • the cross member 5 are completely through the track carrier 3 inserted so that they are the distance between the two truss levels on the underside of the track carrier 3 and the two track carriers 3 to each other fix.
  • the cross members 5 are on the base side of the triangle through the diagonal struts D and the belt profiles O, U is formed.
  • the forces that the Cross member 5 derives in the track carrier 3, directly and positively in the diagonals D initiated without the lower chord U by forces transverse to its main direction of stress to charge.
  • the attachment of the cross member 5 to the track members 3 only serves to fix the unfolded truss levels and the track supports with each other, but not the transmission of the cross beams into the track beams traffic loads to be derived.
  • the cross members 5 are in the region of the transition from the roadway cranked into the track carrier 3 so that the crossmember in the roadway area are lower than within a track carrier.
  • the roadway piles 7 represent the roadway of the bridge. They are with the cross members 5 non-positively connected.
  • Cross members 5 and 7-way piles 7 can advantageously be made of tubular fiber composite profiles exist, e.g. can be produced inexpensively by extrusion can.
  • the two truss levels of a track carrier 3 are at the upper triangle point connected by a hinge S (Fig. 3). Each truss level brings one half top chord OH with. Within a framework level, they are the ones that form it Individual parts (diagonal struts D, belt profiles O, U) through non-detachable connecting means connected with each other.
  • the lower chords U of a track carrier 3 in opened state aligned in the direction of the associated truss level, i.e. one long side of the lower chord U (the longer side of the rectangular lower chord) lies parallel to the truss level.
  • FIG. 4 An alternative to this is shown in FIG. 4.
  • a lower flange U in unfolded state aligned vertically, i.e. one long side of the lower chord (the longer side of the rectangular lower flange) is vertical.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Valve-Gear Or Valve Arrangements (AREA)
  • Valve Device For Special Equipments (AREA)
  • Stringed Musical Instruments (AREA)
  • Window Of Vehicle (AREA)
  • Paper (AREA)
  • Control Of Motors That Do Not Use Commutators (AREA)
  • Road Paving Structures (AREA)
EP03015413A 2002-09-14 2003-07-09 Pont démontable Expired - Lifetime EP1398415B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10242860 2002-09-14
DE10242860A DE10242860B3 (de) 2002-09-14 2002-09-14 Zerlegbare Brücke

Publications (3)

Publication Number Publication Date
EP1398415A2 true EP1398415A2 (fr) 2004-03-17
EP1398415A3 EP1398415A3 (fr) 2004-12-29
EP1398415B1 EP1398415B1 (fr) 2008-02-27

Family

ID=29762147

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03015413A Expired - Lifetime EP1398415B1 (fr) 2002-09-14 2003-07-09 Pont démontable

Country Status (5)

Country Link
US (1) US7062811B2 (fr)
EP (1) EP1398415B1 (fr)
AT (1) ATE387544T1 (fr)
DE (2) DE10242860B3 (fr)
ES (1) ES2301736T3 (fr)

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7448103B2 (en) * 2004-05-19 2008-11-11 Reynolds Zachary M Enhanced girder system
DE102004034436A1 (de) * 2004-07-16 2006-02-02 General Dynamics Santa Barbara Sistemas Gmbh Träger für verlegbare militärische Brücken
DE102005042674A1 (de) 2005-09-08 2007-03-15 General Dynamics Santa Barbara Sistemas Gmbh Mobiles militärisches Brückensystem
US9617696B1 (en) * 2014-04-21 2017-04-11 The United States Of America As Represented By The Secretary Of The Army Lightweight universal gap crossing device and method of use
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
DE202017103150U1 (de) 2017-05-24 2017-06-23 SEH Engineering GmbH Brückengerät
CN108709795A (zh) * 2018-06-27 2018-10-26 武汉希萌科技有限公司 一种用于铁路桥梁静载试验的纵梁以及试验台
CN110565502B (zh) * 2019-09-16 2024-04-12 长安大学 一种折叠桥梁及其使用方法
CN112323610B (zh) * 2020-11-26 2024-10-01 中铁第四勘察设计院集团有限公司 一种用于悬挂式单轨的中承式拱桥
CN112952267B (zh) * 2021-01-29 2022-11-25 昆山乙盛机械工业有限公司 一种新能源客车用电池包固定板
CN114197292B (zh) * 2021-12-14 2022-08-19 湖北省工业建筑集团有限公司 装配式桥梁双层组合式钢桁架结构
CN114658932B (zh) * 2022-03-18 2023-10-20 北京中瀚环球真空流体科技有限责任公司 一种管道快速折叠展开及角度可调的液压桁架式移动机构
CN114934594B (zh) * 2022-04-01 2024-05-07 江西绿建城投杭萧科技有限公司 一种可快速组装的高强度钢结构桁架
CN114837058A (zh) * 2022-05-26 2022-08-02 中铁大桥局第七工程有限公司 一种曲线变宽桁架桥结构

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2250013A1 (de) 1971-10-15 1973-04-19 Bataafse Aanneming Mij Nv Montagebruecke
DE19510582A1 (de) 1995-03-23 1996-10-02 Krupp Foerdertechnik Gmbh Aus Einzelteilen zusammensetzbare verlegbare Brücke

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1209747A (en) * 1966-12-16 1970-10-21 Nat Res Dev Improvements in or relating to dismantleable bridges and other structures
US3685074A (en) * 1970-12-14 1972-08-22 Robert G Marshall Suspension bridge preassembled abutment towers and anchorage
DE2300673C3 (de) * 1973-01-08 1975-06-12 Fried. Krupp Gmbh, 4300 Essen ZweistleHge Stütze für eine Brücke oder dergleichen Bauwerke sowie Verfahren zum Errichten dieser Stütze
IT1001125B (it) * 1973-12-20 1976-04-20 Lotto S Ponte di servizio estemporaneo mo dulare componibile automontato ed autovariabile
US4521932A (en) * 1981-12-08 1985-06-11 Fairey Engineering Limited Transportable bridge structure
CH666500A5 (en) * 1982-12-02 1988-07-29 Peter Hoegl Potterat Fixed or floating bridge girder - has identical, foldable, prefab. sections, used without extra parts
DE4240575A1 (de) * 1992-12-03 1994-06-09 Krupp Foerdertechnik Gmbh Verlegbare Brücke
US20010002497A1 (en) * 1999-04-12 2001-06-07 Alberto M. Scuero Geocomposite system for roads and bridges and construction method

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2250013A1 (de) 1971-10-15 1973-04-19 Bataafse Aanneming Mij Nv Montagebruecke
DE19510582A1 (de) 1995-03-23 1996-10-02 Krupp Foerdertechnik Gmbh Aus Einzelteilen zusammensetzbare verlegbare Brücke

Also Published As

Publication number Publication date
DE50309246D1 (de) 2008-04-10
US20040123406A1 (en) 2004-07-01
EP1398415B1 (fr) 2008-02-27
DE10242860B3 (de) 2004-01-22
EP1398415A3 (fr) 2004-12-29
ATE387544T1 (de) 2008-03-15
ES2301736T3 (es) 2008-07-01
US7062811B2 (en) 2006-06-20

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