EP0988424B1 - Modular bridge - Google Patents

Modular bridge Download PDF

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Publication number
EP0988424B1
EP0988424B1 EP98932046A EP98932046A EP0988424B1 EP 0988424 B1 EP0988424 B1 EP 0988424B1 EP 98932046 A EP98932046 A EP 98932046A EP 98932046 A EP98932046 A EP 98932046A EP 0988424 B1 EP0988424 B1 EP 0988424B1
Authority
EP
European Patent Office
Prior art keywords
bridge
lower chords
short
ramp
modular
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
EP98932046A
Other languages
German (de)
French (fr)
Other versions
EP0988424A1 (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

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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

Definitions

  • the invention relates to a predominantly mobile modular bridge that can be coupled from at least two short bridges.
  • a modular bridge is, for example, from US 5,526,544 A. previously known. However, there are the fixed lower chords ("lower chord 2") coupled together ("locking region 9"). An additional displaceable lower chord is not removable in US 5,526,544 A.
  • the object of the invention is to provide a modular bridge that is as possible can be quickly built from existing short bridges.
  • the modular bridge according to the invention (hereinafter also referred to as a long bridge referred to) is created by coupling two or more short ones together Bridges according to the features of claim 1.
  • the short bridges BK each of which represents a load-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.
  • the inner section BI and the ramp section BR each comprise two track carrier parts, each track carrier part comprising 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 which are firmly connected to the side walls S and 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 UB 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 UB as a flap, the displaceable lower chord UB 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 that 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.
  • a load-bearing long bridge BL is created of double length, as shown in Fig. 4.
  • the invention is not based on the embodiment of the long one shown in FIGS Bridge limited by exactly two short bridges. Rather, according to the invention any number of short bridges to one long bridge be coupled together. Both parts of the ramp become the inside short bridges swiveled upwards. Length and number of sliding Lower straps are adjusted accordingly.

Description

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 that can be coupled from at least two short bridges.

Eine modulare Brücke ist etwa aus US 5 526 544 A vorbekannt. Dort sind jedoch die festen Untergurte ("lower chord 2") zusammengekoppelt ("locking region 9"). Ein zusätzlich verschiebbarer Untergurt ist in US 5 526 544 A nicht entnehmbar.A modular bridge is, for example, from US 5,526,544 A. previously known. However, there are the fixed lower chords ("lower chord 2") coupled together ("locking region 9"). An additional displaceable lower chord is not removable in US 5,526,544 A.

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 is as possible can be quickly built 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 gemäß den Merkmalen des Anspruchs 1. The modular bridge according to the invention (hereinafter also referred to as a long bridge referred to) is created by coupling two or more short ones together Bridges according to the features of claim 1.

Vorteilhafte Ausführungen der Erfindung werden anhand von Figuren näher erläutert. Es zeigen:

Fig. 1
eine kurze Brücke, eingerichtet zum Befahren,
Fig. 2
eine kurze Brücke, rechter Rampenabschnitt hochgeschwenkt, verschiebbarer 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.
Advantageous embodiments of the invention are explained in more detail with reference to figures. Show it:
Fig. 1
a short bridge, set up for driving,
Fig. 2
a short bridge, right ramp section swung up, sliding lower chord shifted to the right (the sliding lower chord is also shown separately),
Fig. 3
a short bridge, left ramp section swung up, displaceable lower chord shifted to the left (the displaceable 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 and coupled to each other (the displaceable lower chord is also shown separately),
Fig. 5
a short bridge, top view,
Fig. 6
a long bridge made up of two short bridges, top view,
Fig. 7
the cross section through the inner portion of a bridge.

Die kurzen Brücken BK, die jede für sich eine lasttragende Struktur darstellt, umfassen jeweils zwei Brückenrampenabschnitte BR sowie einen Brückeninnenabschnitt 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 Spurträgerteile, 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 Seitenwänden 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 UB, der in Brückenspannweitenrichtung 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 UB als Lasche miteinander verbunden, wobei der verschiebbare Untergurt UB entsprechend seiner Steifigkeit mitträgt. In der hier beispielhaft dargestellten Ausführung ist die Kupplung in Form einer Augenstabverbindung mittels Bolzen BZ (Fig. 7) ausgebildet.
Der verschiebbare Untergurt UB, 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 short bridges BK, each of which represents a load-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. In this embodiment, the inner section BI and the ramp section BR each comprise two track carrier parts, each track carrier part comprising 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 which are firmly connected to the side walls S and 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 UB 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 UB as a flap, the displaceable lower chord UB 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).
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 that 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 UB in Richtung derjenigen Seite zu verschieben, auf der die Rampenabschnitte BR nach oben geschwenkt sind.
    • It is possible to open the lower flange couplings (Fig. 2 and 3)
  • 1. to pivot the ramp section BR of a short bridge BK upwards,
  • 2. to move the movable lower flange UB in the direction of the side on which the ramp sections BR are pivoted upwards.

    • Mittels Kuppelstellen KV, die in dem verschiebbaren Untergurt UB vorgesehenen sind, können die festen Untergurte U der einzelnen Brückenabschnitte BI, BR bei nach oben verschwenktem Rampenabschnitt BR und verschobenem Untergurt UB 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 sliding lower flange UB the fixed lower chords U of the individual bridge sections BI, BR with ramp section BR pivoted upwards and shifted Lower chord UB are connected again, so that the short bridge BK in this Configuration represents a load-bearing structure.

    Durch entsprechende Wahl der Gesamtlänge des beweglichen Untergurts UB können zwei derart konfigurierte kurze Brücken BK gemäß Fig. 2 und 3 an den verschobenem Untergurten UB 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 selecting the total length of the movable lower chord UB two short bridges BK configured in this way according to FIGS shifted lower chords UB and at the ramp tips RS of the ramp sections BR can be coupled. A load-bearing long bridge BL is created of double length, 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 verschiebbaren Untergurte werden entsprechend angepaßt.The invention is not based on the embodiment of the long one shown in FIGS Bridge limited by exactly two short bridges. Rather, according to the invention any number of short bridges to one long bridge be coupled together. Both parts of the ramp become the inside short bridges swiveled upwards. Length and number of sliding Lower straps are adjusted accordingly.

    Claims (6)

    1. Modular bridge (BL) which is produced by at least two short coupled-together bridges (BK), a short bridge (BK) having, in the bridge-span direction, the following components:
      a bridge inner section (BI), on the right and left,
      two bridge-ramp sections (BR) which, in the installed state, can be pivoted upwards,
      lower chords (U) which are fixedly connected to the bridge inner section (BI) and the bridge-ramp sections (BR),
      lower chords (UB) which can be displaced in the bridge-span direction in relation to the fixedly connected lower chords (U),
      and the short bridges (BK) being coupled together at the ramp tips (RS) of the upwardly pivoted bridge-ramp sections (BR) and on the displaced lower chords (UB).
    2. Modular bridge (BL) according to Claim 1, characterized in that the lower chords (U) of the upwardly pivoted bridge-ramp sections (BR) of the short bridges (BK), said chords being fixedly connected to the ramp tips, form diagonal struts of the coupled-together bridge (BL).
    3. Modular bridge (BL) according to Claim 1 or 2, characterized in that the displaced lower chords (UB) of the short bridges (BK) form lower chords of the coupled-together bridge (BL).
    4. Modular bridge (BL) according to one of the preceding claims, characterized in that the fixedly connected lower chords (U) have a U-shaped cross section in which the displaceable lower chords (UB) are located.
    5. Modular bridge (BL) according to one of the preceding claims, characterized in that the fixedly connected lower chords (U) of the upwardly pivoted bridge-ramp sections (BR) are coupled together with the displaced lower chords (UB).
    6. Modular bridge (BL) according to one of the preceding claims, characterized in that a displaceable lower chord (UB) comprises a plurality of sections which can be displaced independently of one another.
    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 EP0988424A1 (en) 2000-03-29
    EP0988424B1 true 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)

    Cited By (3)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    EP1584748A2 (en) 2004-04-07 2005-10-12 Rheinmetall Landsysteme GmbH Bridge laying arrangement
    EP1584749A2 (en) 2004-04-07 2005-10-12 Rheinmetall Landsysteme GmbH Bridge-laying unit
    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

    Families Citing this family (4)

    * 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
    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

    Family Cites Families (5)

    * Cited by examiner, † Cited by third party
    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

    Cited By (6)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    EP1584748A2 (en) 2004-04-07 2005-10-12 Rheinmetall Landsysteme GmbH Bridge laying arrangement
    EP1584749A2 (en) 2004-04-07 2005-10-12 Rheinmetall Landsysteme GmbH Bridge-laying unit
    DE102004016974A1 (en) * 2004-04-07 2005-11-03 Rheinmetall Landsysteme Gmbh Bridge-laying unit
    DE102004016983A1 (en) * 2004-04-07 2005-11-17 Rheinmetall Landsysteme Gmbh Bridge laying device
    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

    Also Published As

    Publication number Publication date
    JP3849806B2 (en) 2006-11-22
    KR20010012204A (en) 2001-02-15
    EP0988424A1 (en) 2000-03-29
    WO1998056994A1 (en) 1998-12-17
    DE19724771C1 (en) 1998-10-01
    DE59803628D1 (en) 2002-05-08
    JP2002508816A (en) 2002-03-19

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