EP1452644A2 - Zerlegbare Brücke - Google Patents
Zerlegbare Brücke Download PDFInfo
- Publication number
- EP1452644A2 EP1452644A2 EP03027668A EP03027668A EP1452644A2 EP 1452644 A2 EP1452644 A2 EP 1452644A2 EP 03027668 A EP03027668 A EP 03027668A EP 03027668 A EP03027668 A EP 03027668A EP 1452644 A2 EP1452644 A2 EP 1452644A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- bridge
- arches
- track supports
- modules
- track
- 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
Definitions
- the invention relates to a dismountable, i.e. portable bridge for the mobile Use according to the preamble of claim 1.
- Transportable bridges should have both the required span when used as well as the required load, so as not to waste a lot of material having to travel long distances, i.e. transportable bridges should be adapt to the obstacle and the load through their construction. This is special important if the bridges are to be brought to their place of use by air freight.
- the two track carriers are by an explosive device with one or more Post tensioned, which also includes the possibility of a preload.
- the space required for undervoltage below the bridge girder is not always present.
- the pre-tension must be set be ensured over the entire duration of the assignment.
- longitudinally adjustable truss rods allow the track carrier height to be adjusted to the intended load, so that the same bar forces always occur.
- the supporting structure of the bridge becomes a mechanism that is active must be adjusted or regulated.
- AT 145 895 describes a generic bridge in which the track supports are each spanned by an arch and attached to it.
- both track supports and arches are divided into several modules.
- the track carrier modules are designed identically to one another, while the arch modules have different lengths depending on their position along the longitudinal direction of the bridge and the local slope existing there relative to the horizontal.
- the span of this bridge is reduced by removing two bridge modules, each consisting of a track carrier module, arch module and hanging pole, symmetrically to the center of the bridge.
- the associated arch module maintains its original slope in each bridge module; the length of the associated hanging bar of this and other bridge modules only has to be adjusted.
- the present invention has for its object a modular structure to create a mobile bridge that avoids the disadvantages of State of the art is characterized by great variability and flexible Obstacle and load can be adjusted.
- the load-bearing capacity of the bridge track supports is two Arches spanning the bridge on which the bridge track supports, e.g. about tension rods, are attached, increased.
- tension rods any prestressable elements, especially flexible belts, tapes (e.g. made of textile materials) are used become.
- the two arches are the division of the bridge track supports customized.
- the individual modules of the arches are one below the other identical in construction and in particular have the same length.
- the same applies to the individual Modules of the track carriers are identical to one another and have the same length on.
- Arches and track supports are each provided with end pieces at their ends, whereby the end pieces of the arches with the end pieces of the respective track carriers are torque-resistant are connected, and the end pieces are designed such that they in Are able, the length differences (measured in bridge span) between Compensate for track supports and arches for different bridge lengths.
- the arch structure also fits the bridge length on. Since the height of the arch is roughly proportional to the span, the load on the individual components changes over the span of the Bridge not very strong.
- Typical spans of the bridge according to the invention are in the range up to approx. 30m.
- Fig. 1 shows a bridge according to the invention in side view. It includes one Bridge girder, the essential components of two track supports S and the Roadway F (Fig. 2,3) includes.
- the track carriers S are modular and include 5 modules SM in the embodiment shown in FIG. 1.
- the reinforcement of the bridge girders S is reached by two arches B spanning the bridge their ends are torque-rigid connected to the track carriers S and at which the structure of the track carrier S is attached by means of tension rods Z.
- the arches B are modular several BM modules.
- the modules SM of the track carriers S are mutually identically trained.
- the modules BM of the arches B are also one below the other identically trained.
- Track supports S and arches B are at their ends with Provide end pieces (track carrier head SK, overvoltage head BK). About these End pieces SK, BK are arches B and track supports S at the base points of arches B. connected to each other with a stiff torque.
- Bow B and track carrier S are mutually related in terms of their modular structure adjusted so that a sheet module BM and a track carrier module SM together Form bridge module.
- the number of modules SM, BM is for sheet B and track carrier S. equal.
- the length of the bend modules BM is equal to the length of the track carrier modules SM matched, so that the bridge in different lengths (i.e. with different Number of bridge modules) can be built.
- the number of Bridge module dependent length difference (lengths measured in the longitudinal direction of the bridge) between sheet B and track carrier S is due to the formation of the end pieces SK, BK compensated.
- track carrier S and arches B are independent of the overvoltage of the bridge girder according to the invention.
- well-known Constructions are used.
- box girders are also possible.
- Fig. 2 shows an embodiment in which the track carrier S and arches B as a triangular carrier are trained. They are connected to each other via a tension rod Z.
- track supports S and arches B are box supports formed with a rectangular cross section and each via two tension rods Z connected.
- Fig. 6 shows a truss with a triangular cross section executed module BM of the overvoltage.
- the sheets B can be one or more Post pairs P, which are connected to the overvoltage B (position 1), stabilized become.
- the overvoltage B position 1
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Valve Device For Special Equipments (AREA)
- Stringed Musical Instruments (AREA)
- Valve-Gear Or Valve Arrangements (AREA)
Abstract
Description
- Die zerlegte Brücke kann volumen-optimal und damit lufttransportfähig verstaut werden.
- Bögen und Spurträger sind jeweils aus identischen Modulen aufgebaut, was die Variabilität der Brücke im Einsatz wesentlich erhöht. Beschädigte oder verlorene Bauteile können durch andere baugleiche ersetzt werden.
- Brückenträger geringerer Tragfähigkeit können mittels der Überspannung verstärkt werden.
- Die Wirksamkeit der Verstärkung ist in etwa proportional der Spannweite der Brücke.
- Die Verstärkung baut nach oben, wo in der Regel immer Platz ist. Eine Kollision mit dem Hindernis kann so in jedem Fall verhindert werden.
- Die Überspannung wird an der bereits verlegten Brücke montiert und kann auch
bei verlegter Brücke demontiert werden ohne die ganze Brücke zurückzubauen,
d.h.
- das Gewicht der Überspannung der Brücke muss nicht z.B. im freien Vorbau verlegt werden,
- defekte Teile können ausgetauscht werden, ohne die Brücke zurückzubauen.
- Fig. 1
- eine erfindungsgemäße Brücke aus 5 Brückenmodulen;
- Fig. 2,3
- zwei verschiedene Ausführungen der erfindungsgemäßen Brücke in einem Schnitt quer zur Brückenlängsrichtung;
- Fig. 4
- eine erfindungsgemäße Brücke aus 4 Brückenmodulen;
- Fig. 5
- eine erfindungsgemäße Brücke aus 3 Brückenmodulen;
- Fig. 6
- ein Modul des Bogens einer erfindungsgemäßen Brücke in drei verschiedenen Ansichten.
Claims (5)
- Zerlegbare Brücke, mit zwei Spurträgern (S), die in Brückenlängsrichtung in mehrere identische Module (SM) unterteilt sind, wobeidie beiden Spurträger (S) jeweils durch einen Bogen (B) überspannt und an diesem angehängt sind,die Bögen (B) in Brückenlängsrichtung in mehrere Module (BM) unterteilt sind, wobei die Bögen (B) in ihrer modularen Aufteilung der modularen Aufteilung der Spurträger (S) angepasst sind,Bögen (B) und Spurträger (S) an ihren Enden mit Endstücken (SK,BK) versehen sind,die Module (BM) der Bögen (B) untereinander identisch ausgebildet sind,die Endstücke (BK) der Bögen (B) mit den Endstücken (SK) der jeweiligen Spurträger (S) momentensteif verbunden sind, und die Endstücke (SK,BK) derart ausgebildet sind, dass sie im Stande sind, die Längendifferenzen zwischen Spurträger (S) und Bögen (B) bei verschiedenen Brückenlängen auszugleichen.
- Brücke nach Anspruch 1, dadurch gekennzeichnet, dass die Bögen (B) durch ein oder mehrere Pfostenpaare (P), die über Seile (A) zur nach außen verlängerten Fahrbahnstruktur (F) abgespannt sind, stabilisiert sind.
- Brücke nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass die Bögen (B) als Vollwandträger oder Fachwerkträger ausgebildet sind.
- Brücke nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass die Spurträger (S) an den Bögen (B) mittels Zugstäben (Z), Gurten oder sonstigen vorspannbaren Elementen angehängt sind.
- Brücke nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass die Endstücke (SK) der Spurträger (S) mehrere Koppelstellen für die momentensteife Verbindung mit den Endstücken (BK) der Bögen (B) aufweisen, wobei diese Koppelstellen sich hinsichtlich ihrer Position in Brückenspannweitenrichtung unterscheiden.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10307858A DE10307858B3 (de) | 2003-02-25 | 2003-02-25 | Zerlegbare Brücke |
DE10307858 | 2003-02-25 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1452644A2 true EP1452644A2 (de) | 2004-09-01 |
EP1452644A3 EP1452644A3 (de) | 2005-05-04 |
EP1452644B1 EP1452644B1 (de) | 2007-09-19 |
Family
ID=32309070
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP03027668A Expired - Lifetime EP1452644B1 (de) | 2003-02-25 | 2003-12-03 | Zerlegbare Brücke |
Country Status (5)
Country | Link |
---|---|
US (1) | US7017219B2 (de) |
EP (1) | EP1452644B1 (de) |
AT (1) | ATE373746T1 (de) |
DE (2) | DE10307858B3 (de) |
ES (1) | ES2290398T3 (de) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102015219228A1 (de) * | 2015-10-06 | 2017-04-06 | Bauhaus Universität Weimar | Bausatz für ein zerlegbares, begehbares Tragwerk |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT145895B (de) | 1934-01-29 | 1936-05-25 | Ganz & Co Elek Zitaets Maschin | Zerlegbare Brücke. |
DE3814502A1 (de) | 1988-04-29 | 1989-11-09 | Dornier Gmbh | Bruecke |
Family Cites Families (25)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2367291A (en) * | 1941-09-22 | 1945-01-16 | Letourneau Inc | Portable bridge |
US2366916A (en) * | 1941-12-24 | 1945-01-09 | Letourneau Inc | Portable overpass |
DE1534205A1 (de) * | 1965-04-10 | 1969-05-22 | Krupp Gmbh | Zerlegbare Bruecke oder Hochstrasse |
FR1569713A (de) * | 1968-03-01 | 1969-06-06 | ||
IT1001125B (it) * | 1973-12-20 | 1976-04-20 | Lotto S | Ponte di servizio estemporaneo mo dulare componibile automontato ed autovariabile |
US4169296A (en) * | 1978-03-21 | 1979-10-02 | Ingenieursbureau Marcon (Marine Consultants) B.V. | Connecting bridge for personnel to connect two mutually movable marine structures |
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 |
GB2196674B (en) * | 1980-03-04 | 1988-09-28 | Secr Defence | Launching apparatus for transportable bridges |
US4521932A (en) * | 1981-12-08 | 1985-06-11 | Fairey Engineering Limited | Transportable bridge structure |
FR2597129B1 (fr) * | 1986-04-11 | 1988-09-02 | Dietrich & Cie De | Travure legere repliable pour le franchissement de breches par des engins dits lourds, notamment des engins blindes |
DE3628273A1 (de) * | 1986-08-20 | 1988-03-03 | Krupp Gmbh | Verlegesystem fuer eine zerlegbare bruecke |
DE3629842A1 (de) * | 1986-09-02 | 1988-03-10 | Krupp Gmbh | Verlegbare bruecke |
FR2608186B1 (fr) * | 1986-12-16 | 1989-03-31 | Creusot Loire | Dispositif de pose et de reprise sur le sol d'une travure de pont mobile |
DE3705651A1 (de) * | 1987-02-21 | 1987-10-15 | Salzgitter Ag | Zerlegbare bruecke |
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 |
FR2649425B1 (fr) * | 1989-07-05 | 1991-11-15 | Cnim | Systeme de pontage destine au franchissement d'obstacles tels que breche |
US4953249A (en) * | 1989-09-11 | 1990-09-04 | Warwick Jack A | Modular overpass or raised parking structure |
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 |
EP0563872B1 (de) * | 1992-03-31 | 1996-05-29 | Krupp Fördertechnik GmbH | Verlegbare Brücke und Fahrzeug zum Verlegen der Brücke |
DE4240270A1 (de) * | 1992-12-01 | 1994-06-09 | Krupp Foerdertechnik Gmbh | Zerlegbare Brücke |
EP0640722A1 (de) * | 1993-08-31 | 1995-03-01 | Krupp Fördertechnik GmbH | Verlegbare Brücke |
DE19724771C1 (de) * | 1997-06-12 | 1998-10-01 | Dornier Gmbh | Modulare Brücke |
DE19858328C1 (de) * | 1998-12-17 | 2000-03-30 | Dornier Gmbh | Mobile Brücke |
DE10127136B4 (de) * | 2001-06-02 | 2010-07-15 | General Dynamics Santa Bárbara Sistemas GmbH | Militärisches Schnellbaubrückensystem |
-
2003
- 2003-02-25 DE DE10307858A patent/DE10307858B3/de not_active Expired - Fee Related
- 2003-12-03 AT AT03027668T patent/ATE373746T1/de not_active IP Right Cessation
- 2003-12-03 DE DE50308213T patent/DE50308213D1/de not_active Expired - Lifetime
- 2003-12-03 EP EP03027668A patent/EP1452644B1/de not_active Expired - Lifetime
- 2003-12-03 ES ES03027668T patent/ES2290398T3/es not_active Expired - Lifetime
-
2004
- 2004-02-25 US US10/785,477 patent/US7017219B2/en not_active Expired - Fee Related
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT145895B (de) | 1934-01-29 | 1936-05-25 | Ganz & Co Elek Zitaets Maschin | Zerlegbare Brücke. |
DE3814502A1 (de) | 1988-04-29 | 1989-11-09 | Dornier Gmbh | Bruecke |
Also Published As
Publication number | Publication date |
---|---|
US20040231074A1 (en) | 2004-11-25 |
US7017219B2 (en) | 2006-03-28 |
ATE373746T1 (de) | 2007-10-15 |
EP1452644A3 (de) | 2005-05-04 |
DE50308213D1 (de) | 2007-10-31 |
ES2290398T3 (es) | 2008-02-16 |
EP1452644B1 (de) | 2007-09-19 |
DE10307858B3 (de) | 2004-06-09 |
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