EP1010808A2 - Mobile bridge - Google Patents

Mobile bridge Download PDF

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Publication number
EP1010808A2
EP1010808A2 EP99121123A EP99121123A EP1010808A2 EP 1010808 A2 EP1010808 A2 EP 1010808A2 EP 99121123 A EP99121123 A EP 99121123A EP 99121123 A EP99121123 A EP 99121123A EP 1010808 A2 EP1010808 A2 EP 1010808A2
Authority
EP
European Patent Office
Prior art keywords
bridge
fiber composite
side walls
belts
mobile bridge
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
EP99121123A
Other languages
German (de)
French (fr)
Other versions
EP1010808A3 (en
EP1010808B1 (en
Inventor
Reinhold Füssinger
Friedrich Graf
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
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 filed Critical Dornier GmbH
Publication of EP1010808A2 publication Critical patent/EP1010808A2/en
Publication of EP1010808A3 publication Critical patent/EP1010808A3/en
Application granted granted Critical
Publication of EP1010808B1 publication Critical patent/EP1010808B1/en
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
    • E01D2101/00—Material constitution of bridges
    • E01D2101/40—Plastics

Definitions

  • the invention relates to a lightweight mobile bridge with a roadway, Upper chords, side walls and lower chords.
  • Fiber materials have high stiffness and relative to their specific density Strength. This property makes them particularly suitable for lightweight applications interesting. The advantages of these materials are high when you look at the fiber in their Can claim longitudinal direction.
  • the invention relates to a bridge structure, which is in a fiber composite / metal construction is realized.
  • Components where the use of fiber composite brings a relatively small advantage over metal, such as the pusher bars (Side walls) are made of metal.
  • Components where the use of fiber composite brings a big advantage, such as the belts of the Bridge are made of fiber composite.
  • the bridge 4 shown in FIGS. 1-3 consists of one or for transport reasons several bridge sections 5 and trapezoidal bridge ramp sections 7, which are coupled together to form the complete bridge 4.
  • the roadway 2 of the mobile bridge 4 is composed of a plurality of transversely oriented plates 6 composed that have no frictional connection in the bridge tensioning direction.
  • the Side walls 8 (pusher webs) of the bridge 4 are trapezoidal in plan view or designed in a wave shape so that they function as push bars for the belts 10, 12 meet, but can not transmit longitudinal forces.
  • the upper straps 10 and lower chords 12 are preferably made of fiber composite and with Fasteners such as Screws 14 to transmit the thrust attached to the trapezoidal sheet.
  • This design ensures that there is between the individual components no large forces from different materials under temperature loads can build up the load capacity and life of the bridge negatively influence.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • Optical Communication System (AREA)
  • Piezo-Electric Or Mechanical Vibrators, Or Delay Or Filter Circuits (AREA)
  • Gyroscopes (AREA)
  • Manufacture Of Alloys Or Alloy Compounds (AREA)
  • Food-Manufacturing Devices (AREA)
  • Woven Fabrics (AREA)

Abstract

A lightweight mobile bridge has upper belts and/or lower belts made of composite fiber materials. The belts provide for longitudinal tensile support for vertically extending side walls formed with shear ribs made of metal.

Description

Die Erfindung betrifft eine leichtgewichtige mobile Brücke mit einer Fahrbahn, Obergurten, Seitenwänden und Untergurten.The invention relates to a lightweight mobile bridge with a roadway, Upper chords, side walls and lower chords.

Faserwerkstoffe haben im Verhältnis zu ihrer spezifischen Dichte hohe Steifigkeit und Festigkeit. Diese Eigenschaft macht sie besonders für Leichtbauanwendungen interessant. Die Vorteile dieser Werkstoffe sind hoch, wenn man die Faser in ihrer Längsrichtung beanspruchen kann.Fiber materials have high stiffness and relative to their specific density Strength. This property makes them particularly suitable for lightweight applications Interesting. The advantages of these materials are high when you look at the fiber in their Can claim longitudinal direction.

Bekannt sind zwei Verwendungsarten von Faserverbund im Brückenbau:

  • Die Struktur mit Ausnahme der Krafteinleitungsbeschläge aus Faserverbund.
  • Teile einer Struktur werden durch Faserverbund ersetzt.
Two types of use of fiber composite in bridge construction are known:
  • The structure with the exception of the force application fittings made of fiber composite.
  • Parts of a structure are replaced by fiber composite.

An mobile Brücken werden sehr hohe Anforderungen bezüglich Gewicht, Abmessungen, Steifigkeit und Festigkeit gestellt, so daß der Einsatz von Faserverbundwerkstoffen vorteilhaft ist. Zwei Probleme stellen sich jedoch der Verwendung von Faserverbundwerkstoffen entgegen. Wird die gesamte Struktur aus Faserverbundwerkstoff hergestellt, so wird die Brücke sehr teuer. Bei teilweiser Verwendung von Faserverbundmaterial gehen viele Vorteile der Faserverbundbauweise durch das unterschiedliche Temperaturausdehnungsverhalten von Metall und Faserverbund verloren.Mobile bridges are subject to very high weight, Dimensions, rigidity and strength are provided, so that the use of Fiber composite materials is advantageous. However, there are two problems Use of fiber composite materials contrary. The whole structure is made Made of fiber composite material, the bridge is very expensive. With partial Using fiber composite material has many advantages Fiber composite construction due to the different temperature expansion behavior lost from metal and fiber composite.

Diese Aufgaben werden durch den Gegenstand des Patentanspruchs gelöst. These tasks are solved by the subject matter of the patent claim.

Gegenstand der Erfindung ist eine Brückenstruktur, die in einer Faserverbund-/Metall-Bauweise realisiert ist. Bauteile, bei denen der Einsatz von Faserverbund einen relativ kleinen Vorteil gegenüber Metall bringt, wie z.B. die Schubstege (Seitenwände) sind aus Metall. Bauteile, bei denen der Einsatz von Faserverbund einen großen Vorteil bringt, wie z.B. die nur einachsig beanspruchten Gurte der Brücke sind aus Faserverbund.The invention relates to a bridge structure, which is in a fiber composite / metal construction is realized. Components where the use of fiber composite brings a relatively small advantage over metal, such as the pusher bars (Side walls) are made of metal. Components where the use of fiber composite brings a big advantage, such as the belts of the Bridge are made of fiber composite.

Auf diese Weise wird erreicht, daß durch den effektiven Einsatz von hochfestem Faserverbund die Kosten niedrig gehalten werden. Das dabei auftretende Problem der Wärmespannungen wird dadurch gelöst, daß die Metallteile der Brücke so gestaltet sind, daß sie keine Kräfte in Längsrichtung aufnehmen können.In this way it is achieved that through the effective use of high strength Fiber composite the costs are kept low. The problem that arises the thermal stress is solved in that the metal parts of the bridge so are designed so that they can not absorb forces in the longitudinal direction.

Die Erfindung wird nachfolgend anhand von Fig. näher erläutert.The invention is explained in more detail below with reference to FIG.

Es zeigen:

Fig. 1 - 3
Ausführungsbeispiele für Brücken, die aus Brückenrampenabschnitten und/oder Brückenabschnitten zusammengesetzt sind in Seitenansicht
Fig. 4
einen Brückenabschnitt einer erfindungsgemässen Brücke in vergrösserter Seitenansicht,
Fig. 5
den Schnitt B - B von Fig. 1 in vergrösserter Darstellung und
Fig. 6
den Querschnitt der Brücke in Schnitt A - A.
Show it:
1 - 3
Exemplary embodiments of bridges, which are composed of bridge ramp sections and / or bridge sections, in a side view
Fig. 4
4 shows a bridge section of a bridge according to the invention in an enlarged side view,
Fig. 5
the section B - B of Fig. 1 in an enlarged view and
Fig. 6
the cross section of the bridge in section A - A.

Die in Fig. 1 - 3 gezeigte Brücke 4 besteht aus Transportgründen aus einem oder mehreren Brückenabschnitten 5 und trapezförmigen Brückenrampenabschnitten 7, die zur kompletten Brücke 4 zusammengekuppelt werden.The bridge 4 shown in FIGS. 1-3 consists of one or for transport reasons several bridge sections 5 and trapezoidal bridge ramp sections 7, which are coupled together to form the complete bridge 4.

Die Fahrbahn 2 der mobilen Brücke 4 ist aus mehreren querorientierten Platten 6 zusammengesetzt, die in Brückenspannrichtung keinen Kraftschluß haben. Die Seitenwände 8 (Schubstege) der Brücke 4 sind in Draufsicht trapezförmig oder wellenförmig gestaltet, so daß sie die Funktion als Schubstege für die Gurte 10, 12 erfüllen, aber keine längsgerichteten Kräfte übertragen können. Die Obergurte 10 und Untergurte 12 sind vorzugsweise aus Faserverbund gestaltet und mit Befestigungselementen, wie z.B. Schrauben 14 zur Übertragung der Schubkräfte an dem Trapezblech befestigt.The roadway 2 of the mobile bridge 4 is composed of a plurality of transversely oriented plates 6 composed that have no frictional connection in the bridge tensioning direction. The Side walls 8 (pusher webs) of the bridge 4 are trapezoidal in plan view or designed in a wave shape so that they function as push bars for the belts 10, 12 meet, but can not transmit longitudinal forces. The upper straps 10 and lower chords 12 are preferably made of fiber composite and with Fasteners such as Screws 14 to transmit the thrust attached to the trapezoidal sheet.

Durch diese Bauweise ist sichergestellt, daß sich zwischen den einzelnen Bauteilen aus verschiedenen Werkstoffen bei Temperaturbelastungen keine großen Kräfte aufbauen können, die die Tragfähigkeit und die Lebensdauer der Brücke negativ beeinflussen.This design ensures that there is between the individual components no large forces from different materials under temperature loads can build up the load capacity and life of the bridge negatively influence.

Claims (3)

Aus mehreren Brückenabschnitten bestehende leichtgewichtige mobile Brücke mit einer Fahrbahn, Obergurten, Seitenwänden und Untergurten, dadurch gekennzeichnet, dass die Fahrbahn (2) aus mehreren querorientierten Platten (6) zusammengesetzt ist, dass die Seitenwände (8) wellenförmig gestaltet sind und dass die Obergurte (10) und/oder Untergurte (12) aus Faserverbundwerkstoffen bestehen und Befestigungselemente (14) vorhanden sind, die die Seitenwände (8) und die Gurte (10, 12) untereinander verbinden.Lightweight mobile bridge consisting of several bridge sections with a carriageway, upper belts, side walls and lower belts, characterized in that the carriageway (2) is composed of several transversely oriented plates (6), that the sidewalls (8) are designed in a wave shape and that the upper belts ( 10) and / or lower chords (12) consist of fiber composite materials and fastening elements (14) are present which connect the side walls (8) and the straps (10, 12) to one another. Mobile Brücke nach Anspruch 1, dadurch gekennzeichnet, dass die Seitenwände (8) in Draufsicht trapezförmig gestaltet sind.Mobile bridge according to claim 1, characterized in that the side walls (8) are trapezoidal in plan view. Mobile Brücke nach Ansprüchen 1 - 2, dadurch gekennzeichnet, dass Brückenabschnitte (7) in Seitenansicht trapez- oder dreieckförmig gestaltet sind.Mobile bridge according to claims 1-2, characterized in that the bridge sections (7) are trapezoidal or triangular in side view.
EP99121123A 1998-12-17 1999-10-22 Mobile bridge Expired - Lifetime EP1010808B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19858328 1998-12-17
DE19858328A DE19858328C1 (en) 1998-12-17 1998-12-17 Mobile road bridge has composite panels and reinforcing belts to support corrugated sidewalls

Publications (3)

Publication Number Publication Date
EP1010808A2 true EP1010808A2 (en) 2000-06-21
EP1010808A3 EP1010808A3 (en) 2002-04-24
EP1010808B1 EP1010808B1 (en) 2005-12-28

Family

ID=7891475

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99121123A Expired - Lifetime EP1010808B1 (en) 1998-12-17 1999-10-22 Mobile bridge

Country Status (6)

Country Link
US (1) US6446292B1 (en)
EP (1) EP1010808B1 (en)
AT (1) ATE314528T1 (en)
DE (2) DE19858328C1 (en)
DK (1) DK1010808T3 (en)
ES (1) ES2252903T3 (en)

Families Citing this family (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10307858B3 (en) * 2003-02-25 2004-06-09 Dornier Gmbh Transportable bridge structure has end sections compensating length differences between modular longitudinal supports and suspension arcs
DE102004016983B4 (en) * 2004-04-07 2006-01-19 Rheinmetall Landsysteme Gmbh Bridge laying device
DE102004016974A1 (en) * 2004-04-07 2005-11-03 Rheinmetall Landsysteme Gmbh Bridge-laying unit
US7478450B2 (en) * 2005-11-29 2009-01-20 Charles Fong Longitudinally offset bridge substructure support system
US7546654B2 (en) * 2006-03-23 2009-06-16 Mordehay Carmel Mobile compression and tension bridge and shelter structure
DE102007001778B3 (en) * 2007-01-05 2008-05-29 Rheinmetall Landsysteme Gmbh Bridge laying vehicle, has moving module shifted in displacing position at nose-lateral end of base vehicle, support arranged nose-laterally at base vehicle, where moving module is supported front laterally at support in position
US8375675B1 (en) 2009-10-06 2013-02-19 The United States of America as represented by the Administrator of the National Aeronautics & Space Administration (NASA) Truss beam having convex-curved rods, shear web panels, and self-aligning adapters
RU2484196C1 (en) * 2011-11-28 2013-06-10 Открытое акционерное общество по проектированию строительства мостов "Институт Гипростроймост" Railway bridge span
CN103422423B (en) * 2012-05-19 2016-01-20 交通运输部公路科学研究所 The quick spelling bridge of sectional type modularization
GB2533817A (en) * 2015-01-05 2016-07-06 Bae Systems Plc Mobile bridge module
GB2533818B (en) 2015-01-05 2021-03-03 Bae Systems Plc Mobile bridge apparatus
CN106758761A (en) * 2016-12-12 2017-05-31 湖北华舟重工应急装备股份有限公司 Assembled modularization bridge and application method
RU180956U1 (en) * 2018-04-02 2018-07-02 Федеральное государственное казенное военное учреждение высшего образования "ВОЕННАЯ АКАДЕМИЯ МАТЕРИАЛЬНО-ТЕХНИЧЕСКОГО ОБЕСПЕЧЕНИЯ имени Генерала армии А.В. Хрулева" SPAN STRUCTURE FROM CARBON PLASTIC OF THE UNDERWATER ROAD Dismountable BRIDGE (PARM)
RU2717445C1 (en) * 2019-05-23 2020-03-24 Федеральное государственное бюджетное учреждение "Центральный научно-исследовательский испытательный институт инженерных войск" Министерства обороны Российской Федерации Middle section of guide beams of superstructure
CN111395149B (en) * 2019-12-12 2024-07-19 中国船舶重工集团应急预警与救援装备股份有限公司 Box-type connecting joint
US11293151B1 (en) * 2020-12-21 2022-04-05 Gevin Joseph McDaniel Transportation pathway elevation separator

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US4912794A (en) * 1987-03-11 1990-04-03 Campenon Bernard Btp Bridge having chords connected to each other by means of pleated steel sheets

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US4912794A (en) * 1987-03-11 1990-04-03 Campenon Bernard Btp Bridge having chords connected to each other by means of pleated steel sheets

Also Published As

Publication number Publication date
DK1010808T3 (en) 2006-03-13
DE19858328C1 (en) 2000-03-30
US6446292B1 (en) 2002-09-10
EP1010808A3 (en) 2002-04-24
ES2252903T3 (en) 2006-05-16
EP1010808B1 (en) 2005-12-28
DE59912981D1 (en) 2006-02-02
ATE314528T1 (en) 2006-01-15

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