EP0988424A1 - Modular bridge - Google Patents

Modular bridge

Info

Publication number
EP0988424A1
EP0988424A1 EP98932046A EP98932046A EP0988424A1 EP 0988424 A1 EP0988424 A1 EP 0988424A1 EP 98932046 A EP98932046 A EP 98932046A EP 98932046 A EP98932046 A EP 98932046A EP 0988424 A1 EP0988424 A1 EP 0988424A1
Authority
EP
European Patent Office
Prior art keywords
bridge
lower chords
short
modular
sections
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
EP98932046A
Other languages
German (de)
French (fr)
Other versions
EP0988424B1 (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.)
Eurobridge Mobile Bruecken 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 EP0988424A1 publication Critical patent/EP0988424A1/en
Application granted granted Critical
Publication of EP0988424B1 publication Critical patent/EP0988424B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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 predominantly mobile modular bridge which can be coupled together from at least two short bridges.
  • the object of the invention is to provide a modular bridge that can be built as quickly as possible from existing short bridges.
  • the modular bridge according to the invention (hereinafter also referred to as a long bridge) is created by coupling two or more short bridges together.
  • a short bridge has the following components:
  • the long bridge is created from the individual short bridges by coupling the ramp tips of the bridge ramp sections pivoted upwards and the shifted lower chords of two short bridges each.
  • FIG. 1 shows a short bridge, set up for driving on
  • FIG. 2 shows a short bridge, right ramp section swung up, displaceable lower chord shifted to the right (the displaceable lower chord is additionally shown separately)
  • FIG. 3 shows a short bridge, left ramp section swung up, Slidable lower chord shifted to the left (the slidable lower chord is also shown separately)
  • Fig. 4 a long bridge made up of two short bridges, opposite ramp sections swung up and coupled at the ramp tips, displaceable lower chords moved towards each other and coupled (the displaceable lower chord is also shown separately)
  • 5 shows a short bridge, top view
  • FIG. 6 shows a long bridge made of two short bridges, top view
  • FIG. 7 shows the cross section through the inner section of a bridge.
  • the short bridges BK each of which represents an iast-bearing structure, each comprise two bridge ramp sections BR and an inner bridge section BI (FIGS. 1 and 5, 7).
  • the ramp sections BR are connected by means of joints G to the ends of the inner sections BI.
  • Inner section BI and ramp section BR each comprise two lane Carrier parts, each track carrier part comprises a roadway F and side walls S.
  • the road slabs are also the top chord of the bending beam.
  • the individual track carrier parts of the inner sections BI are connected to one another by means of cross members Q.
  • the bridge sections BI, BR have lower chords U firmly connected to the side walls S, which in the example outlined have the shape of an inverted u (FIG. 7).
  • each of the four U-shaped fixed lower chords U there is a movable lower chord ÜB, which can be moved in the direction of the bridge span and which also has coupling points corresponding to the coupling points of the fixed lower chords U.
  • the fixed lower chords U of the individual bridge sections are connected to one another via the displaceable lower chord ÜB as a flap, the displaceable lower chord ÜB bearing according to its rigidity.
  • the coupling is designed in the form of an eye rod connection by means of bolts BZ (FIG. 7).
  • the displaceable lower flange UB which is shown in the embodiment according to FIGS. 1 to 4 as a single component, can also be designed in several sections which can be displaced independently of one another. This applies in particular to those designs in which the lengths of ramp sections BR and inner sections BI are different or in which more than two short bridges are connected to form a long bridge.
  • two short bridges BK configured in this way according to FIGS. 2 and 3 can be coupled to the displaced lower flange ÜB and to the ramp tips RS of the ramp sections BR.
  • a load-bearing long bridge BL of double length is created, as shown in FIG. 4.
  • the invention is not limited to the embodiment of the long bridge of exactly two short bridges shown in FIGS. 4.6. Rather, any number of short bridges can be coupled together to form a long bridge. Both ramp parts of the short bridges on the inside are pivoted upwards. The length and number of slidable bottom chords are adjusted accordingly.

Abstract

The invention relates to a modular bridge (BL) formed by at least two inter-coupled short bridges (BK), wherein a short bridge (BK) contains the following components: an inner section (BI), two upward pivoting ramp sections (BR), two lower chords (U) firmly connected to the inner section (BI) and the ramp sections (BR) of the bridge, and lower chords (UB) which can be displaced in the direction of the bridge span width in relation to the firmly connected lower chords (U). The short bridges (BK) are coupled together on the tips (RS) of the upwardly pivoted ramp sections (BR) and on the displaced lower chords (UB).

Description

Modulare BrückeModular bridge
Die Erfindung betrifft eine vorwiegend mobil einsetzbare modulare Brücke, die aus mindestens zwei kurzen Brücken zusammengekuppelt werden kann.The invention relates to a predominantly mobile modular bridge which can be coupled together from at least two short bridges.
Aufgabe der Erfindung ist es, eine modulare Brücke zu schaffen, die möglichst schnell aus vorhandenen kurzen Brücken aufgebaut werden kann.The object of the invention is to provide a modular bridge that can be built as quickly as possible from existing short bridges.
Diese Aufgabe wird mit dem Gegenstand des Patentanspruch 1 gelöst. Vorteilhafte Ausführungen der Erfindung sind Gegenstand von Unteransprüchen.This object is achieved with the subject matter of claim 1. Advantageous embodiments of the invention are the subject of dependent claims.
Die erfindungsgemäße modulare Brücke (im folgenden auch als lange Brücke bezeichnet) entsteht durch Zusammenkuppeln von zwei oder mehr kurzen Brücken. Eine kurze Brücke weist dabei folgende Bauteile auf:The modular bridge according to the invention (hereinafter also referred to as a long bridge) is created by coupling two or more short bridges together. A short bridge has the following components:
- einen Brückeninnenabschnitt,- an inner bridge section,
- zwei nach oben verschwenkbare Brückenrampenabschnitte,- two bridge ramp sections pivotable upwards,
- fest mit dem Brückeninnenabschnitt und den Brückenrampenabschnitten verbundene Untergurte,- lower chords firmly connected to the inner bridge section and the bridge ramp sections,
- gegenüber den fest verbundenen Untergurten in Brückenspannweitenrich- tung verschiebbare Untergurte. Aus den einzelnen kurzen Brücken entsteht die lange Brücke, indem die Rampenspitzen der nach oben verschwenkten Brückenrampenabschnitte sowie die verschobenen Untergurte von jeweils zwei kurzen Brücken zusammengekuppelt werden.- Lower belts that can be moved in the direction of the bridge span compared to the permanently connected lower belts. The long bridge is created from the individual short bridges by coupling the ramp tips of the bridge ramp sections pivoted upwards and the shifted lower chords of two short bridges each.
Vorteilhafte Ausführungen der Erfindung werden anhand von Figuren näher erläutert. Es zeigen:Advantageous embodiments of the invention are explained in more detail with reference to figures. Show it:
Fig. 1 eine kurze Brücke, eingerichtet zum Befahren, Fig. 2 eine kurze Brücke, rechter Rampenabschnitt hochgeschwenkt, ver- schiebbarer Untergurt nach rechts verschoben (der verschiebbare Untergurt ist zusätzlich getrennt dargestellt), Fig. 3 eine kurze Brücke, linker Rampenabschnitt hochgeschwenkt, verschiebbarer Untergurt nach links verschoben (der verschiebbare Untergurt ist zusätzlich getrennt dargestellt), Fig. 4 eine lange Brücke aus zwei kurzen Brücken, gegenüberliegende Rampenabschnitte hochgeschwenkt und an den Rampenspitzen gekoppelt, verschiebbare Untergurte aufeinanderzu verschoben und gekoppelt (der verschiebbare Untergurt ist zusätzlich getrennt dargestellt), Fig. 5 eine kurze Brücke, Ansicht von oben, Fig. 6 eine lange Brücke aus zwei kurzen Brücken, Ansicht von oben, Fig. 7 den Querschnitt durch den Innenabschnitt einer Brücke.1 shows a short bridge, set up for driving on, FIG. 2 shows a short bridge, right ramp section swung up, displaceable lower chord shifted to the right (the displaceable lower chord is additionally shown separately), FIG. 3 shows a short bridge, left ramp section swung up, Slidable lower chord shifted to the left (the slidable lower chord is also shown separately), Fig. 4 a long bridge made up of two short bridges, opposite ramp sections swung up and coupled at the ramp tips, displaceable lower chords moved towards each other and coupled (the displaceable lower chord is also shown separately) 5 shows a short bridge, top view, FIG. 6 shows a long bridge made of two short bridges, top view, FIG. 7 shows the cross section through the inner section of a bridge.
Die kurzen Brücken BK, die jede für sich eine iasttragende Struktur darstellt, umfassen jeweils zwei Brückenrampenabschnitte BR sowie einen Brücken- innenabschnitt BI (Fig. 1 und 5,7). Die Rampenabschnitte BR sind mittels Gelenken G mit den Enden der Innenabschnitte BI verbunden. Innenabschnitt BI und Rampenabschnitt BR umfassen in dieser Ausführung jeweils zwei Spur- trägerteile, wobei jedes Spurträgerteil eine Fahrbahn F sowie Seitenwände S umfaßt. Die Fahrbahnplatten sind gleichzeitig Obergurt des Biegeträgers. Die einzelnen Spurträgerteile der Innenabschnitte BI sind mittels Querträgern Q miteinander verbunden. Die Brückenabschnitte BI, BR weisen fest mit den Sei- tenwänden S verbundene Untergurte U auf, die im skizzierten Beispiel die Form eines umgekehrten u haben (Fig. 7). In den vier U-förmigen festen Untergurten U befindet sich jeweils ein beweglicher Untergurt ÜB, der in Brücken- spannweitenrichtung verschiebbar ist und der entsprechend den Kuppelpunkten der festen Untergurte U ebenfalls Kuppelpunkte aufweist. Durch Schließen dieser Kupplungen (Kupplungen sind in den Fig. 1 bis 4 generell mit dem Bezugszeichen K bezeichnet) werden die festen Untergurte U der einzelnen Brückenabschnitte über den verschiebbaren Untergurt ÜB als Lasche miteinander verbunden, wobei der verschiebbare Untergurt ÜB entsprechend seiner Steifigkeit mitträgt. In der hier beispielhaft dargestellten Ausführung ist die Kupplung in Form einer Augenstabverbindung mittels Bolzen BZ (Fig. 7) ausgebildet.The short bridges BK, each of which represents an iast-bearing structure, each comprise two bridge ramp sections BR and an inner bridge section BI (FIGS. 1 and 5, 7). The ramp sections BR are connected by means of joints G to the ends of the inner sections BI. Inner section BI and ramp section BR each comprise two lane Carrier parts, each track carrier part comprises a roadway F and side walls S. The road slabs are also the top chord of the bending beam. The individual track carrier parts of the inner sections BI are connected to one another by means of cross members Q. The bridge sections BI, BR have lower chords U firmly connected to the side walls S, which in the example outlined have the shape of an inverted u (FIG. 7). In each of the four U-shaped fixed lower chords U there is a movable lower chord ÜB, which can be moved in the direction of the bridge span and which also has coupling points corresponding to the coupling points of the fixed lower chords U. By closing these couplings (couplings are generally designated by the reference symbol K in FIGS. 1 to 4), the fixed lower chords U of the individual bridge sections are connected to one another via the displaceable lower chord ÜB as a flap, the displaceable lower chord ÜB bearing according to its rigidity. In the embodiment shown here by way of example, the coupling is designed in the form of an eye rod connection by means of bolts BZ (FIG. 7).
Der verschiebbare Untergurt ÜB, der in der Ausführung nach Fig. 1 bis 4 als ein einzelnes Bauteil dargestellt ist, kann auch in mehrere Abschnitte, die unabhängig voneinander verschiebbar sind, ausgeführt sein. Das trifft insbesondere für solche Ausführungen zu, bei denen die Längen von Rampenabschnitten BR und Innenabschnitten BI unterschiedlich sind oder bei denen mehr als zwei kurze Brücken zu einer langen Brücke verbunden werden.The displaceable lower flange UB, which is shown in the embodiment according to FIGS. 1 to 4 as a single component, can also be designed in several sections which can be displaced independently of one another. This applies in particular to those designs in which the lengths of ramp sections BR and inner sections BI are different or in which more than two short bridges are connected to form a long bridge.
Durch Öffnen der Untergurtkupplungen ist es möglich (Fig. 2 und 3) 1. den Rampenabschnitt BR einer kurzen Brücke BK nach oben zu verschwenken, 2. den beweglichen Untergurt ÜB in Richtung derjenigen Seite zu ver- schieben, auf der die Rampenabschnitte BR nach oben geschwenkt sind.By opening the lower flange couplings it is possible (Fig. 2 and 3) 1. to pivot the ramp section BR of a short bridge BK upwards, 2. to move the movable lower flange ÜB in the direction of that side slide on which the ramp sections BR are pivoted upwards.
Mittels Kuppelstellen KV, die in dem verschiebbaren Untergurt ÜB vorgesehenen sind, können die festen Untergurte U der einzelnen Brückenabschnitte BI, BR bei nach oben verschwenktem Rampenabschnitt BR und verschobenem Untergurt ÜB wieder verbunden werden, so daß die kurze Brücke BK in dieser Konfiguration eine lasttragende Struktur darstellt.By means of coupling points KV, which are provided in the displaceable lower chord ÜB, the fixed lower chords U of the individual bridge sections BI, BR can be reconnected when the ramp section BR is pivoted upwards and the displaced lower chord ÜB, so that the short bridge BK in this configuration has a load-bearing structure represents.
Durch entsprechende Wahl der Gesamtlänge des beweglichen Untergurts ÜB können zwei derart konfigurierte kurze Brücken BK gemäß Fig. 2 und 3 an den verschobenem Untergurten ÜB und an den Rampenspitzen RS der Rampenabschnitte BR gekoppelt werden. Es entsteht eine lasttragende lange Brücke BL von doppelter Länge, wie in Fig. 4 dargestellt.By appropriately selecting the total length of the movable lower flange ÜB, two short bridges BK configured in this way according to FIGS. 2 and 3 can be coupled to the displaced lower flange ÜB and to the ramp tips RS of the ramp sections BR. A load-bearing long bridge BL of double length is created, as shown in FIG. 4.
Die Erfindung ist nicht auf die in den Fig. 4,6 dargestellte Ausführung der langen Brücke aus genau zwei kurzen Brücken beschränkt. Vielmehr kann erfindungsgemäß eine beliebige Zahl von kurzen Brücken zu einer langen Brücke zusammengekoppelt werden. Dabei werden beide Rampenteile der innenliegenden kurzen Brücken nach oben verschwenkt. Länge und Anzahl der ver- schiebbaren Untergurte werden entsprechend angepaßt. The invention is not limited to the embodiment of the long bridge of exactly two short bridges shown in FIGS. 4.6. Rather, any number of short bridges can be coupled together to form a long bridge. Both ramp parts of the short bridges on the inside are pivoted upwards. The length and number of slidable bottom chords are adjusted accordingly.

Claims

Patentansprüche: Claims:
1. Modulare Brücke (BL), welche durch mindestens zwei zusammengekuppelte kurze Brücken (BK) entsteht, wobei eine kurze Brücke (BK) folgende Bauteile aufweist:1. Modular bridge (BL), which is formed by at least two short bridges (BK) coupled together, a short bridge (BK) having the following components:
- einen Brückeninnenabschnitt (BI),- an inner bridge section (BI),
- zwei nach oben verschwenkbare Brückenrampenabschnitte (BR),- two bridge ramp sections (BR) which can be pivoted upwards,
- fest mit dem Brückeninnenabschnitt (BI) und den Brückenrampenabschnitten (BR) verbundene Untergurte (U), - gegenüber den fest verbundenen Untergurten (U) in Brückenspann- weitenrichtung verschiebbare Untergurte (ÜB), und die kurzen Brücken (BK) an den Rampenspitzen (RS) der nach oben verschwenkten Brückenrampenabschnitte (BR) und den verschobenen Untergurten (ÜB) zusammengekuppelt sind.- Lower chords (U) connected to the inner bridge section (BI) and the bridge ramp sections (BR), - Lower chords (ÜB) that can be moved in the direction of the span of the bridge compared to the permanently connected lower chords (U), and the short bridges (BK) at the ramp tips ( RS) of the bridge ramp sections (BR) pivoted upwards and the shifted lower chords (ÜB) are coupled together.
2. Modulare Brücke (BL) nach Anspruch 1 , dadurch gekennzeichnet, daß die fest verbundenen Untergurte (U) der nach oben verschwenkten Brückenrampenabschnitte (BR) der kurzen Brücken (BK) Diagonalstreben der zusammengekuppelten Brücke (BL) bilden.2. Modular bridge (BL) according to claim 1, characterized in that the firmly connected lower chords (U) of the upwardly pivoted bridge ramp sections (BR) of the short bridges (BK) form diagonal struts of the coupled bridge (BL).
3. Modulare Brücke (BL) nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die verschobenen Untergurte (ÜB) der kurzen Brücken (BK) Untergurte der zusammengekuppelten Brücke (BL) bilden.3. Modular bridge (BL) according to claim 1 or 2, characterized in that the shifted lower chords (ÜB) of the short bridges (BK) form lower chords of the coupled bridge (BL).
4. Modulare Brücke (BL) nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, daß die fest verbundenen Untergurte (U) einen U-förmigen Querschnitt aufweisen, in dem sich die verschiebbaren Unter- gurte (ÜB) befinden.4. Modular bridge (BL) according to one of the preceding claims, characterized in that the firmly connected lower chords (U) have a U-shaped cross section in which the displaceable lower belts (ÜB).
5. Modulare Brücke (BL) nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, daß die fest verbundenen Untergurte (U) der nach oben verschwenkten Brückenrampenabschnitte (BR) mit den verschobenen Untergurten (ÜB) zusammengekuppelt sind.5. Modular bridge (BL) according to one of the preceding claims, characterized in that the firmly connected lower chords (U) of the upwardly pivoted bridge ramp sections (BR) are coupled together with the displaced lower chords (ÜB).
6. Modulare Brücke (BL) nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, daß ein verschiebbarer Untergurt (ÜB) aus mehreren, unabhängig voneinander verschiebbaren Abschnitten besteht. 6. Modular bridge (BL) according to one of the preceding claims, characterized in that a displaceable lower flange (ÜB) consists of several, independently displaceable sections.
EP98932046A 1997-06-12 1998-05-02 Modular bridge Expired - Lifetime EP0988424B1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19724771A DE19724771C1 (en) 1997-06-12 1997-06-12 Modular bridge structure
DE19724771 1997-06-12
PCT/DE1998/001214 WO1998056994A1 (en) 1997-06-12 1998-05-02 Modular bridge

Publications (2)

Publication Number Publication Date
EP0988424A1 true EP0988424A1 (en) 2000-03-29
EP0988424B1 EP0988424B1 (en) 2002-04-03

Family

ID=7832232

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98932046A Expired - Lifetime EP0988424B1 (en) 1997-06-12 1998-05-02 Modular bridge

Country Status (5)

Country Link
EP (1) EP0988424B1 (en)
JP (1) JP3849806B2 (en)
KR (1) KR20010012204A (en)
DE (2) DE19724771C1 (en)
WO (1) WO1998056994A1 (en)

Families Citing this family (7)

* 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
DE102004016974A1 (en) 2004-04-07 2005-11-03 Rheinmetall Landsysteme Gmbh Bridge-laying unit
DE102004016983B4 (en) * 2004-04-07 2006-01-19 Rheinmetall Landsysteme Gmbh Bridge laying device
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
GB2533818B (en) 2015-01-05 2021-03-03 Bae Systems Plc Mobile bridge apparatus
GB2533817A (en) 2015-01-05 2016-07-06 Bae Systems Plc Mobile bridge module
CN107190629A (en) * 2017-06-05 2017-09-22 浙江省送变电工程公司 It is a kind of to can adjust suspension bridge across cable duct

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Publication number Priority date Publication date Assignee Title
DE3911266A1 (en) * 1989-04-07 1990-10-11 Krupp Industrietech LAYABLE BRIDGE AND SYSTEM FOR LAYING THE BRIDGE
DE4209316A1 (en) * 1992-03-23 1993-09-30 Krupp Industrietech Layable bridge
DE4305764A1 (en) * 1993-02-25 1994-09-01 Krupp Foerdertechnik Gmbh Layable bridge and device for laying the bridge
EP0640722A1 (en) * 1993-08-31 1995-03-01 Krupp Fördertechnik GmbH Portable bridge
DE4439844A1 (en) * 1994-11-08 1996-05-30 Krupp Foerdertechnik Gmbh Device for the automatic coupling of transportable or dismantled bridges

Non-Patent Citations (1)

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Title
See references of WO9856994A1 *

Also Published As

Publication number Publication date
DE19724771C1 (en) 1998-10-01
WO1998056994A1 (en) 1998-12-17
EP0988424B1 (en) 2002-04-03
DE59803628D1 (en) 2002-05-08
JP3849806B2 (en) 2006-11-22
JP2002508816A (en) 2002-03-19
KR20010012204A (en) 2001-02-15

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