EP1010808B1 - Mobile Brücke - Google Patents

Mobile Brücke Download PDF

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Publication number
EP1010808B1
EP1010808B1 EP99121123A EP99121123A EP1010808B1 EP 1010808 B1 EP1010808 B1 EP 1010808B1 EP 99121123 A EP99121123 A EP 99121123A EP 99121123 A EP99121123 A EP 99121123A EP 1010808 B1 EP1010808 B1 EP 1010808B1
Authority
EP
European Patent Office
Prior art keywords
bridge
side walls
mobile bridge
chords
fiber composite
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.)
Expired - Lifetime
Application number
EP99121123A
Other languages
English (en)
French (fr)
Other versions
EP1010808A3 (de
EP1010808A2 (de
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
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 EP1010808A2 publication Critical patent/EP1010808A2/de
Publication of EP1010808A3 publication Critical patent/EP1010808A3/de
Application granted granted Critical
Publication of EP1010808B1 publication Critical patent/EP1010808B1/de
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 straps, sidewalls and lower straps.
  • a bridge of this kind is from DE 3,138,853 A known.
  • Fiber materials have in relation to their specific gravity high rigidity and Strength. This feature makes them especially suitable for lightweight applications interesting. The benefits of these materials are high, considering the fiber in their Can claim longitudinal direction.
  • the invention relates to a bridge structure, which in a fiber composite / metal construction is realized.
  • Components in which the use of fiber composite gives a relatively small advantage over metal e.g. the push-bars (Side walls) are made of metal.
  • Components in which the use of fiber composite brings a great advantage, such as the uniaxially stressed straps of the Bridge are made of fiber composite.
  • the bridge 4 shown in Fig. 1-3 - consists of transport reasons of one or a plurality of bridge sections 5 and trapezoidal bridge ramp sections 7, which are coupled together to the complete bridge 4.
  • the roadway 2 of the mobile bridge 4 is made up of several transverse-oriented plates 6 composed, which have no frictional connection in the bridge tensioning direction.
  • the Side walls 8 (push bars) of the bridge 4 are trapezoidal in plan view or wavy designed so that they serve as a function of shear webs for the straps 10, 12th fulfill, but no longitudinal forces can transmit.
  • the upper straps 10 and bottom straps 12 are preferably made of fiber composite and with Fasteners, such as e.g. Screw 14 for transmission of shear forces attached to the trapezoidal sheet.
  • This construction ensures that between the individual components from different materials at high temperatures no great forces can build up the negative carrying capacity and life of the bridge 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)

Description

Die Erfindung betrifft eine leichtgewichtige mobile Brücke mit einer Fahrbahn, Obergurten, Seitenwänden und Untergurten. Eine Brücke dieser Art ist aus DE 3 138 853 A bekannt.
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.
Bekannt sind zwei Verwendungsarten von Faserverbund im Brückenbau:
  • Die Struktur mit Ausnahme der Krafteinleitungsbeschläge aus Faserverbund.
  • Teile einer Struktur werden durch Faserverbund ersetzt.
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.
Diese Aufgaben werden durch den Gegenstand des Patentanspruchs gelöst.
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.
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.
Die Erfindung wird nachfolgend anhand von Fig. näher erläutert.
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.
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.
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.
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.

Claims (3)

  1. 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.
  2. Mobile Brücke nach Anspruch 1, dadurch gekennzeichnet, dass die Seitenwände (8) in Draufsicht trapezförmig gestaltet sind.
  3. Mobile Brücke nach Ansprüchen 1 - 2, dadurch gekennzeichnet, dass Brückenabschnitte (7) in Seitenansicht trapez- oder dreieckförmig gestaltet sind.
EP99121123A 1998-12-17 1999-10-22 Mobile Brücke Expired - Lifetime EP1010808B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19858328 1998-12-17
DE19858328A DE19858328C1 (de) 1998-12-17 1998-12-17 Mobile Brücke

Publications (3)

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

Family

ID=7891475

Family Applications (1)

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

Country Status (6)

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

Families Citing this family (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10307858B3 (de) * 2003-02-25 2004-06-09 Dornier Gmbh Zerlegbare Brücke
DE102004016983B4 (de) * 2004-04-07 2006-01-19 Rheinmetall Landsysteme Gmbh Brückenverlegeeinrichtung
DE102004016974A1 (de) * 2004-04-07 2005-11-03 Rheinmetall Landsysteme Gmbh Brückenlegeeinheit
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 (de) * 2007-01-05 2008-05-29 Rheinmetall Landsysteme Gmbh Brückenlegefahrzeug
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 (ru) * 2011-11-28 2013-06-10 Открытое акционерное общество по проектированию строительства мостов "Институт Гипростроймост" Пролетное строение железнодорожного моста
CN103422423B (zh) * 2012-05-19 2016-01-20 交通运输部公路科学研究所 节段式模块化快速组拼桥
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 (zh) * 2016-12-12 2017-05-31 湖北华舟重工应急装备股份有限公司 装配式模块化桥及使用方法
RU180956U1 (ru) * 2018-04-02 2018-07-02 Федеральное государственное казенное военное учреждение высшего образования "ВОЕННАЯ АКАДЕМИЯ МАТЕРИАЛЬНО-ТЕХНИЧЕСКОГО ОБЕСПЕЧЕНИЯ имени Генерала армии А.В. Хрулева" Пролетное строение из углепластика подводного автодорожного разборного моста (парм)
RU2717445C1 (ru) * 2019-05-23 2020-03-24 Федеральное государственное бюджетное учреждение "Центральный научно-исследовательский испытательный институт инженерных войск" Министерства обороны Российской Федерации Средняя секция наводочной балки пролетного строения
CN111395149B (zh) * 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 一种箱型连接接头
US11293151B1 (en) * 2020-12-21 2022-04-05 Gevin Joseph McDaniel Transportation pathway elevation separator

Family Cites Families (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US346873A (en) * 1886-08-03 Bridge
US2367291A (en) * 1941-09-22 1945-01-16 Letourneau Inc Portable bridge
GB1137278A (en) * 1966-09-01 1968-12-18 Secr Defence Improvements in or relating to bridges
US3811147A (en) * 1971-08-09 1974-05-21 R Dix Mobile roadway repair unit
IT1001125B (it) * 1973-12-20 1976-04-20 Lotto S Ponte di servizio estemporaneo mo dulare componibile automontato ed autovariabile
DE2907260A1 (de) * 1979-02-24 1980-10-02 Peter Dipl Ing Dr Techn Wagner Zerlegbare bruecke
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
DE3138853C2 (de) * 1981-09-30 1984-12-20 Dornier System Gmbh, 7990 Friedrichshafen Zerlegbare Brücke
IL79874A0 (en) * 1986-08-28 1986-11-30 Israel State Rapid deployment stationary bridge
FR2612216B1 (fr) * 1987-03-11 1991-07-05 Campenon Bernard Btp Pont a membrures reliees par des toles plissees
US4965903A (en) * 1989-02-17 1990-10-30 Kitchener Forging Ltd. Modular bridge
DE4137500C1 (de) * 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
DE4240270A1 (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
FR2737512B1 (fr) * 1995-08-02 1997-10-10 Mediterranee Const Ind Structure de travure destinee en particulier au franchissement de breches par des vehicules
US6023806A (en) * 1996-09-30 2000-02-15 Martin Marietta Materials, Inc. Modular polymer matrix composite support structure and methods of constructing same

Also Published As

Publication number Publication date
DK1010808T3 (da) 2006-03-13
DE19858328C1 (de) 2000-03-30
US6446292B1 (en) 2002-09-10
EP1010808A3 (de) 2002-04-24
ES2252903T3 (es) 2006-05-16
EP1010808A2 (de) 2000-06-21
DE59912981D1 (de) 2006-02-02
ATE314528T1 (de) 2006-01-15

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