EP1010808A2 - Mobile bridge - Google Patents
Mobile bridge Download PDFInfo
- 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
Links
Images
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
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.
- 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.
- 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
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
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)
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)
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 |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3138853A1 (en) * | 1981-09-30 | 1983-04-21 | Dornier System Gmbh, 7990 Friedrichshafen | "DETACHABLE FIXED BRIDGE" |
US4912794A (en) * | 1987-03-11 | 1990-04-03 | Campenon Bernard Btp | Bridge having chords connected to each other by means of pleated steel sheets |
Family Cites Families (15)
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 (en) * | 1973-12-20 | 1976-04-20 | Lotto S | SELF-ASSEMBLED AND AUTOVARIABLE MODULAR MODULAR EXTEMPORARY SERVICE BRIDGE |
DE2907260A1 (en) * | 1979-02-24 | 1980-10-02 | Peter Dipl Ing Dr Techn Wagner | Universal demountable steel traffic bridge - has max. thirteen different components, regardless of size |
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 |
IL79874A0 (en) * | 1986-08-28 | 1986-11-30 | Israel State | Rapid deployment stationary bridge |
US4965903A (en) * | 1989-02-17 | 1990-10-30 | Kitchener Forging Ltd. | Modular bridge |
DE4137500C1 (en) * | 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 (en) * | 1992-12-01 | 1994-06-09 | Krupp Foerdertechnik Gmbh | Removable bridge |
DE4240574A1 (en) * | 1992-12-03 | 1994-06-09 | Krupp Foerdertechnik Gmbh | Layable bridge |
FR2737512B1 (en) * | 1995-08-02 | 1997-10-10 | Mediterranee Const Ind | WORKING STRUCTURE IN PARTICULAR FOR THE CROSSING OF BREACHES BY VEHICLES |
US6023806A (en) * | 1996-09-30 | 2000-02-15 | Martin Marietta Materials, Inc. | Modular polymer matrix composite support structure and methods of constructing same |
-
1998
- 1998-12-17 DE DE19858328A patent/DE19858328C1/en not_active Expired - Fee Related
-
1999
- 1999-10-22 ES ES99121123T patent/ES2252903T3/en not_active Expired - Lifetime
- 1999-10-22 DK DK99121123T patent/DK1010808T3/en active
- 1999-10-22 EP EP99121123A patent/EP1010808B1/en not_active Expired - Lifetime
- 1999-10-22 DE DE59912981T patent/DE59912981D1/en not_active Expired - Lifetime
- 1999-10-22 AT AT99121123T patent/ATE314528T1/en not_active IP Right Cessation
- 1999-12-08 US US09/456,391 patent/US6446292B1/en not_active Expired - Fee Related
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3138853A1 (en) * | 1981-09-30 | 1983-04-21 | Dornier System Gmbh, 7990 Friedrichshafen | "DETACHABLE FIXED BRIDGE" |
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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