EP1681396B1 - Brücke mit einer Ohren aufweisenden oberen Platte - Google Patents

Brücke mit einer Ohren aufweisenden oberen Platte Download PDF

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Publication number
EP1681396B1
EP1681396B1 EP06290069A EP06290069A EP1681396B1 EP 1681396 B1 EP1681396 B1 EP 1681396B1 EP 06290069 A EP06290069 A EP 06290069A EP 06290069 A EP06290069 A EP 06290069A EP 1681396 B1 EP1681396 B1 EP 1681396B1
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EP
European Patent Office
Prior art keywords
lugs
bridge
pivoting
slab
upper slab
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.)
Active
Application number
EP06290069A
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English (en)
French (fr)
Other versions
EP1681396A3 (de
EP1681396A2 (de
Inventor
Jean-Marie Beauthier
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.)
Soletanche Freyssinet SA
Original Assignee
Freyssinet SAS
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Application filed by Freyssinet SAS filed Critical Freyssinet SAS
Publication of EP1681396A2 publication Critical patent/EP1681396A2/de
Publication of EP1681396A3 publication Critical patent/EP1681396A3/de
Application granted granted Critical
Publication of EP1681396B1 publication Critical patent/EP1681396B1/de
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them

Definitions

  • the present invention relates to a bridge intended to provide a passage under a rail, road or motorway traffic lane arranged in an elevated position on an embankment, and more particularly a bridge which is built on one side of the embankment, before the realization of a a breach in the latter, which is designed to be moved by shifting until it is put in place in the breach, before the return to service of the lane which is thus interrupted only for a relatively short period of time .
  • Such a bridge which is known from the French patent FR 2749331 of the same depositor, comprises a raft supporting two vertical side walls connected by an upper slab, the latter comprising two lateral sections which extend beyond the side walls. The free end of each lateral section is connected to the supporting base by an inclined connecting wall which retains the lands of the slope.
  • the height of the side walls and the length of the lateral sections have substantially the same value, so that the inclined connecting walls, which retain the slope over the width of the bridge, make an angle of the order of 45 ° with a horizontal plane.
  • the present invention proposes to extend each lateral section of the upper slab of the bridge, beyond its junction with the inclined connecting wall, so that the ratio of the length of the lateral section thus extended over the height of the vertical wall is of the order of 3 out of 2.
  • the slope, which starts at the extended end of the lateral section indeed has the desired inclination of about 33 ° for holding the land.
  • the lateral sections of the upper slab each comprise two parallel ears extending in their extension, which is known per se. FR 2,774,710 .
  • the ears of the two lateral sections of the upper slab are respectively aligned with each other.
  • This wing structure thus makes it possible to increase the distance between the end of the lateral sections thus extended and the vertical walls of the bridge, so as to arrive at the foot of the slope, inclined at 33 °, at the intersection of each vertical wall. and the support raft.
  • the first walls carried by the inclined connecting walls of the known bridge can be deleted.
  • the above proposed wing structure requires, however, earthworks in the open upper edges of the slope, for the passage of the ears during the shifting of the bridge, then the execution of a thorough backfilling once the structure in place for avoid subsequent settlements.
  • the invention provides that one of the ears of each lateral section is able to pivot between a waiting position in which it is raised and a final position in which it is in the extension of the section corresponding side, the pivoting lugs being located in the extension of the longitudinal side of the upper slab which is located forward considering the direction of shifting.
  • the pivoting lugs are articulated on the lateral sections of the upper slab, at a hinge parallel to the side walls of the bridge, control means such as hydraulic or pneumatic cylinders, mittens or winches being interposed between the pivoting lugs and the corresponding lateral sections for moving said pivoting lugs between their waiting position and their final position.
  • control means such as hydraulic or pneumatic cylinders, mittens or winches being interposed between the pivoting lugs and the corresponding lateral sections for moving said pivoting lugs between their waiting position and their final position.
  • the two hinged ears that is to say those arranged forward in the direction of shifting, will be raised during the movement of the bridge, folded at the end of travel in appropriate housing arranged in the upper edges of the upper slope, and fixed in this position to the lateral sections of the upper slab.
  • the fixed rear lugs come to engage at the end of displacement of the bridge in other accommodations in the rear edges of the slope.
  • the pivoting lugs contain metal rods connected to sleeves embedded in the corresponding lateral sections of the upper slab.
  • the pivoting lugs can be rigidly connected to the lateral sections, which allows them to be secured to the bridge.
  • the rods of the pivoting lugs are screwed into the sleeves of the lateral sections and housed in channels formed in said lugs and filled with anti-corrosion materials with screwing.
  • the pivoting lugs comprise at least two parallel metal rods and adjacent to their inner longitudinal face.
  • pivoting lugs can withstand the forces to which the backfill material submits them during the passage of vehicles moving on the taxiway.
  • the pivoting lugs may further comprise at least one metal rod parallel to and adjacent to the upper part of their outer longitudinal face.
  • the deck of the deck may comprise two lateral extensions which extend beyond the side walls, the inclined connecting walls connecting the free ends of the lateral sections of the upper slab at the free ends of the corresponding lateral extensions of the slab.
  • This arrangement which increases the distance between the base of each inclined connecting wall and the corresponding vertical wall, makes it possible to still arrive at the foot of the inclined slope at 33 ° at the intersection of the vertical wall and the support raft while allowing a decrease in the length of the ears.
  • a bridge 1 intended to allow the crossing, from below, two railway tracks 2 located on a slope 3.
  • the bridge 1 is built in a manner known per se on one side of the slope, in view of the desired crossing point of the railway, so that it remains operational during construction.
  • the railway tracks 2 and the embankment 3 are respectively interrupted and opened, whereupon the bridge 1 is slid into the breach thus opened while the railway tracks 2 are re-established on the bridge which provides a passage under these.
  • the bridge 1 is constituted by a frame comprising at its lower part a raft 4 supporting two vertical side walls 5 which are connected at their upper end by a horizontal slab 6.
  • the slab 6 is extended on each side, beyond the wall corresponding vertical section 5, by a lateral section 7 whose free end is connected, by an inclined wall 8, to the free end of lateral extensions 9 of the support raft 4.
  • the inclined connecting wall 8 is made with the lateral section 7 an angle of the order of 45 °.
  • the support raft 4 rests on a fixed base 10 which ensures its guidance during the shifting operation.
  • complementary metal angles 11 and 11 ' are respectively incorporated in the supporting racks 4 and guide 10 with interposition of a material facilitating sliding and absorbing defects of parallelism.
  • Each lateral section 7 is extended by two lugs 12, 12 'arranged symmetrically with respect to the median longitudinal axis of the bridge 1, each lug 12, 12' of one of the lateral sections 7 being aligned with the lug 12, 12 corresponding to the other lateral section 7.
  • the ears 12 arranged upstream that is to say those placed forward looking at the arrow F of figures 3 and 4 indicating the direction of shifting of the bridge 1, are each articulated at its upper part, by a hinge 13 disposed parallel to the vertical walls 5 (see Figures 5 and 6 ), to the corresponding lateral section 7.
  • cylinders 14 could be replaced by mittens or winches.
  • each pivoting lug 12 is internally reinforced by longitudinal metal rods 18, these rods being housed in channels 19 formed in the thickness of the pivoting lugs.
  • Each rod 18 is fixed at its front end in a sleeve 22 embedded in the corresponding lateral section 7.
  • each pivoting lug 12 comprises three rods 18, namely two parallel rods which are adjacent to its inner lateral face, which is situated on the side where the forces exerted by the earth and the weight of the trains running on the tracks. 2 are the largest, and a rod parallel and adjacent to the upper part of its outer side face.
  • the connecting wall 8 which holds the slope 3 on the width of the bridge 1, makes an angle of approximately 45 ° with the lateral section 7 of the upper slab 6.
  • the slope 3 is made with a horizontal plane an angle of the order of 33 ° to die at the intersection of the vertical wall 5 and the raft 4 and thus preventing landslide.
  • each vertical side wall 5 of the bridge 1 is extended at its lower part, forwards and backwards, by walls 20 intended to retain the lands in the quarter-cone-shaped zones constituting the rounded slopes 3 and to stiffen the raft 4.
  • the tracks 2 are interrupted and the breccia intended to receive the bridge is made in the slope 3, one carries out earthworks with the upper part of the edges opposite the gap to arrange for the front and back four housing 21 (see the figure 5 ) for receiving the ears 12, 12 'of the bridge 1.
  • the lugs 12 of the bridge 1 being raised in the waiting position (dotted line position on the figure 6 ), the bridge 1 is shifted in the direction of the arrow F of the figures 3 and 4 until he comes to take his final position in the gap.

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Road Paving Structures (AREA)
  • Respiratory Apparatuses And Protective Means (AREA)
  • Control And Other Processes For Unpacking Of Materials (AREA)
  • Finger-Pressure Massage (AREA)

Claims (7)

  1. Brücke mit einem Durchgang unter einem auf einem Damm (3) befindlichen Verkehrsweg (2) des Typs Eisenbahn, Straße oder Autobahn, die durch Verschiebung eingebaut werden kann, eine Sohlenplatte (4) umfassend, die zwei Seitenwände (5) trägt, verbunden durch eine Oberplatte (6) mit zwei diese über die Seitenwände (5) hinaus verlängernden Seitenabschnitten (7), wobei jeder Seitenabschnitt (7) der Oberplatte (6) mit der Sohlenplatte (4) durch eine schräge Verbindungswand (8) verbunden ist und zwei parallele Ohren (12, 12') umfasst, die sie über die Stelle ihrer Vereinigung mit der entsprechenden schrägen Wand (8) hinaus verlängern,
    dadurch gekennzeichnet, dass eines (12) der Ohren (12, 12') jedes Seitenabschnitts (7) schwenkbar ist zwischen einer Wartestellung, in der es hochgehoben ist, und einer Endstellung, in der es sich in der Verlängerung des entsprechenden Seitenabschnitts (7) befindet, wobei die schwenkbaren Ohren (12) sich in der Verlängerung der im Sinne der Verschiebungsrichtung vorderen Längsseite der Oberplatte (6) befinden.
  2. Brücke nach Anspruch 1, dadurch gekennzeichnet, dass die schwenkbaren Ohren (12) an den Seitenabschnitten (7) der Oberplatte (6) angelenkt sind, in Höhe eines zu den Seitenwänden parallelen Scharniers (13), wobei Betätigungseinrichtungen (14) zwischen den schwenkbaren Ohren (12) und den entsprechenden Seitenabschnitten (7) vorgesehen sind, um die schwenkbaren Ohren (12) zwischen ihrer Wartestellung und ihrer Endstellung zu bewegen.
  3. Brücke nach 1 oder 2, dadurch gekennzeichnet, dass die schwenkbaren Ohren (12) Metallstangen (18) umfassen, verbunden mit Buchsen (22), die in die entsprechenden Seitenabschnitte (7) der Oberplatte (6) eingebettet sind.
  4. Brücke nach Anspruch 3, dadurch gekennzeichnet, dass die Stangen (18) der schwenkbaren Ohren (12) in die Buchsen (22) der Seitenabschnitte (7) eingeschraubt sind und in Kanälen (19) sitzen, die in den genannten Ohren (12) vorgesehen und mit einer Antikorrosionssubstanz gefüllt sind.
  5. Brücke nach Anspruch 3 oder 4, dadurch gekennzeichnet, dass die schwenkbaren Ohren (12) wenigstens zwei parallele und ihrer inneren Längsseite benachbarte Metallstangen (18) umfassen.
  6. Brücke nach Anspruch 5, dadurch gekennzeichnet, dass die schwenkbaren Ohren (12) außerdem wenigstens eine zum oberen Teil ihrer äußeren Längsseite parallele und benachbarte Metallstange (18) umfassen.
  7. Brücke nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass die Sohlenplatte zwei seitliche Verlängerungen (9) umfasst, die sich über Seitenwände (5) hinaus erstrecken, wobei die schrägen Verbindungswände (8) die freien Enden der Seitenabschnitte (7) der Oberplatte (6) mit den freien Enden der entsprechenden seitlichen Verlängerungen (9) der Sohlenplatte (4) verbinden.
EP06290069A 2005-01-12 2006-01-11 Brücke mit einer Ohren aufweisenden oberen Platte Active EP1681396B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR0500309A FR2880638B1 (fr) 2005-01-12 2005-01-12 Pont dont la dalle superieure comporte des oreilles

Publications (3)

Publication Number Publication Date
EP1681396A2 EP1681396A2 (de) 2006-07-19
EP1681396A3 EP1681396A3 (de) 2006-10-25
EP1681396B1 true EP1681396B1 (de) 2010-05-05

Family

ID=34954163

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06290069A Active EP1681396B1 (de) 2005-01-12 2006-01-11 Brücke mit einer Ohren aufweisenden oberen Platte

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Country Link
EP (1) EP1681396B1 (de)
AT (1) ATE467003T1 (de)
DE (1) DE602006014034D1 (de)
FR (1) FR2880638B1 (de)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104099943B (zh) * 2014-06-30 2016-05-04 中铁四局集团第四工程有限公司 地下连续墙与废弃地下人防工程交会处理方法

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2704570B1 (fr) * 1993-04-28 1995-07-21 Escota Dispositif pour le renforcement des encorbellements de ponts et son procédé de mise en Óoeuvre.
FR2749331B1 (fr) * 1996-06-03 1998-09-11 Beauthier Jean Marie Dispositif pour la realisation d'un passage souterrain sous une voie de circulation
FR2774710B1 (fr) * 1998-02-09 2000-04-28 Vsl France Dispositif et procede pour permettre l'elimination d'une pile supportant le tablier d'un pont
JP2001032211A (ja) * 1999-05-17 2001-02-06 Anderson Technology Kk 外ケーブルを配設した橋梁の箱桁構造及び同箱桁の構築方法
FR2839990B1 (fr) * 2002-05-21 2004-07-09 Sncf Ouvrage d'art prefabrique et procede de mise en place de l'ouvrage d'art
FR2850984B1 (fr) * 2003-02-06 2005-11-04 Quille Entreprise Procede, dispositif et ouvrage d'art pour realiser une nouvelle voie de circulation sous une voie existante portee par un talus

Also Published As

Publication number Publication date
FR2880638A1 (fr) 2006-07-14
DE602006014034D1 (de) 2010-06-17
EP1681396A3 (de) 2006-10-25
ATE467003T1 (de) 2010-05-15
FR2880638B1 (fr) 2008-07-11
EP1681396A2 (de) 2006-07-19

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