EP3075911B1 - Pont-levant - Google Patents

Pont-levant Download PDF

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Publication number
EP3075911B1
EP3075911B1 EP16156929.8A EP16156929A EP3075911B1 EP 3075911 B1 EP3075911 B1 EP 3075911B1 EP 16156929 A EP16156929 A EP 16156929A EP 3075911 B1 EP3075911 B1 EP 3075911B1
Authority
EP
European Patent Office
Prior art keywords
sealing panel
bridge according
hoist bridge
road section
lifting
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
EP16156929.8A
Other languages
German (de)
English (en)
Other versions
EP3075911A1 (fr
Inventor
Uwe HEILAND
Thomas Stihl
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.)
SEH Engineering GmbH
Original Assignee
SEH Engineering 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 SEH Engineering GmbH filed Critical SEH Engineering GmbH
Publication of EP3075911A1 publication Critical patent/EP3075911A1/fr
Application granted granted Critical
Publication of EP3075911B1 publication Critical patent/EP3075911B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E01D15/02—Vertical lift bridges

Definitions

  • the present invention relates to a lifting bridge with at least one liftable and lowerable roadway section, which opens at least on one side in a lowered position on a stationary roadway.
  • WO 97/45594 A1 discloses a bascule bridge, which closes the gap in the flood dam in the flood position, the folded-up bridge part.
  • the WO 2008/022359 discloses a lift bridge in which a bridge girder is pivotally mounted on a pier to pivot a carriageway section located on the bridge girder from a horizontal position to a vertical position, thereby releasing the area between two bridge piers. In the case of flooding, however, there is the problem that both the bridge pier and the folded-up lane sections are flown.
  • a sealing panel is provided below a liftable and lowerable roadway section, which abuts in a raised position of the roadway section on lateral walls, wherein the sealing panel forms a part of a flood protection wall together with the walls.
  • the sealing panel abuts in each case against a wall which forms a stop for the sealing panel.
  • the two walls may be provided with sealing means at the transition to the sealing panel, wherein additionally or alternatively, the sealing means may also be provided on the sealing panel.
  • the sealing panel preferably has a width which corresponds at least to the width of the roadway section.
  • the sealing panel is slightly protruding laterally so that the protruding areas can come into contact with the walls of the flood protection wall.
  • a "sealing panel" wall or plate-shaped elements can be used, which have sufficient stability to withstand the pressure of a flood.
  • the sealing panel is pivotally mounted on at least one lifting rocker.
  • the at least one lifting rocker has at least one swing arm, which is rotatably mounted on a bank-side fixed bearing and is slidably mounted on the roadway section.
  • a guide rail can be provided below the roadway section for each swing arm of the lifting rocker.
  • the lifting rocker comprises two oscillating arms on which the sealing panel is fixed.
  • the sealing panel consists of one or more steel sheets, plastic sheets or other materials.
  • a lifting bridge 1 comprises a liftable and lowerable roadway section 2, which can be used for traffic routes, such as roads, rails or pedestrians. In a lowered position of the roadway section 2, this opens on opposite sides to roadways 3, which are provided on the bank side. The transition to the lanes 3 is formed substantially flush.
  • the road section 2 may not shown facilities for the carriageway operation, such as crash barriers, railings, rails or other facilities have.
  • Each lifting rocker 4 comprises one or more oscillating arms 5 which are rotatably mounted on the bank side on a fixed bearing 7.
  • oscillating arms 5 are shown, which are rotatably arranged on the bottom side in each case via a fixed bearing 7.
  • a sealing panel 6 is fixed, which is moved together with the oscillating arms 5.
  • a sealing panel 6 is provided, which is oriented substantially vertically in the raised position.
  • the sealing panel 6 is pivoted when pivoting the oscillating arms 5 against an end face 10 of a wall 11, which forms part of a flood protection wall.
  • the wall 11 extends in the illustrated embodiment perpendicular to a dike wall 12, which runs parallel to the shore, with other courses of the wall 11 and the dyke wall 12 may be provided.
  • the sealing panel 6 is wider than the track portion 2 and abuts with the protruding portions on the end face 10 of the walls 11 to provide a seal.
  • additional sealing means may be provided on the sealing panel 6 and / or the wall 11.
  • a base 14 is provided below the sealing panel 6, which extends between the walls 11 and substantially seals a lower edge of the sealing panel 6 in the raised position.
  • 6 corresponding sealing means may be provided on the base 14 and / or the sealing panel.
  • FIG. 3 is symbolically marked the flood with a dike line 15, which extends along the dyke wall 12, the wall 11 and the sealing panel 6.
  • a dike line 15 which extends along the dyke wall 12, the wall 11 and the sealing panel 6.
  • FIGS. 4 to 6 the lifting of the roadway section 2 is shown once again in an enlarged view.
  • a block 16 can be seen, which is formed on the base 14.
  • the block 16 serves to support the road section 2 in the lowered position on the underside so that the loads are discharged into the ground via the roadway section 2 in the lowered operating position.
  • a plurality of blocks 16 may be arranged distributed.
  • each lifting rocker 4 comprises rocker arms 5, the shore side rotatably mounted on a fixed bearing 7 are.
  • a slider or a roller 8 is provided, which is guided on a guide rail 9 below the roadway section 2 slidably.
  • the guide rail 9 may have a U-shaped cross section, so that the swing arm 5 is forcibly guided by the roller 8 or the slider and is only linearly movable.
  • FIG. 7 In this case, the lowered position is shown, in which the lifting rocker 4 is used for load transfer, wherein the lifting rocker 4 forms an angle to the horizontal of at least 20 °, preferably at least 25 °.
  • the lifting rockers 4 are pivoted, for example via a hydraulic drive, wherein the sliders 8 are moved along the guide rail 9, as shown in the FIGS. 8 and 9 is shown.
  • the drive can be fixed to the roadway section 2 and moved a swing arm 5 along the guide rail 9, wherein preferably at each swing arm 5, a drive is provided.
  • FIG. 9 the raised position of the track section 2 is shown, in which the sealing panel 6 is substantially vertically aligned and abuts against the base and the end faces of the walls. At high tide, the sealing panel 6 is supported by the walls 11 and the base 14.
  • a lifting rocker 4 may be provided with a sealing panel 6 only on one side.
  • On the opposite side of the roadway section 2 may be supported on a pedestal, for example, when the roadway section 2 extends obliquely upward to the pedestal and therefore on this page no flood protection measures are required.
  • a lifting bridge according to the invention on the one hand, to be liftable and lowerable on the shore side via a lifting rocker 4 and to support the roadway section 2 on a bridge pier on the opposite side.
  • a further lifting rocker 4 can be rotatably mounted at the bridge pier.
  • two swing arms for supporting the roadway section 2 are provided.
  • a lifting rocker 4 with more than two oscillating arms 5.
  • the sealing panel 6 consist of one or more steel sheets which extend at least over the width of the roadway section 2.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (12)

  1. Pont levant (1) au moins une partie de chaussée capable de se relever et de s'abaisser (2), qui aboutit d'un côté, dans une position abaissée, sur une chaussée stationnaire (3), caractérisé en ce qu'il est prévu en dessous de la partie de chaussée (2) un panneau d'étanchéité (6) qui repose sur des parois latérales (11) dans une position relevée de la partie de chaussée (2), et le panneau d'étanchéité (6) forme avec les parois (11) un mur de protection contre les crues.
  2. Pont levant selon la revendication 1, caractérisé en ce que le panneau d'étanchéité (6) repose sur des côtés se faisant face, dans la position relevée de la partie de chaussée (2), sur une paroi (11) qui forme une butée pour le panneau d'étanchéité (6).
  3. Pont levant selon la revendication 1 ou 2, caractérisé en ce que dans la position relevée de la partie de chaussée (2), le panneau d'étanchéité (6) est orienté de façon sensiblement verticale.
  4. Pont levant selon l'une des revendications précédentes, caractérisé en ce que le panneau d'étanchéité (6) a au moins la même largeur que la partie de chaussée (2).
  5. Pont levant selon l'une des revendications précédentes, caractérisé en ce que la panneau d'étanchéité (6) est supporté de façon basculante sur au moins une bascule de levage (4).
  6. Pont levant selon la revendication 5, caractérisé en ce que l'au moins une bascule de levage (4) est supportée avec possibilité de rotation avec au moins un bras de bascule (5) sur un palier fixe (7) et supportée avec possibilité de translation sur la partie de chaussée (2).
  7. Pont levant selon la revendication 6, caractérisé en ce qu'un rail de guidage (9) est prévu en dessous de la partie de chaussée (2) pour chaque bras de bascule (5) de la bascule de levage (4).
  8. Pont levant selon l'une des revendications 5 à 7, caractérisé en ce que la bascule de levage (4) présente deux bras de bascule (5) auxquels le panneau d'étanchéité (6) est fixé.
  9. Pont levant selon l'une des revendications précédentes, caractérisé en ce que la bascule de levage (4) supporte la partie de chaussée (2) dans la position abaissée.
  10. Pont levant selon la revendication 9, caractérisé en ce que l'angle de la bascule de levage (4) par rapport à l'horizontale dans la position abaissée est supérieur à 25°, en particulier supérieur à 30°.
  11. Pont levant selon l'une des revendications précédentes, caractérisé en ce que le panneau d'étanchéité (6) est fabriqué à partir d'une ou plusieurs tôles d'acier.
  12. Pont levant selon l'une des revendications précédentes, caractérisé en ce que le pont levant (1) aboutit sur une chaussée (3) sur des côtés se faisant face dans la position abaissée, et un panneau d'étanchéité (6) est prévu des deux côtés pour former un mur de protection contre les crues.
EP16156929.8A 2015-03-31 2016-02-23 Pont-levant Active EP3075911B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102015105021.8A DE102015105021A1 (de) 2015-03-31 2015-03-31 Hubbrücke

Publications (2)

Publication Number Publication Date
EP3075911A1 EP3075911A1 (fr) 2016-10-05
EP3075911B1 true EP3075911B1 (fr) 2017-07-26

Family

ID=55527256

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16156929.8A Active EP3075911B1 (fr) 2015-03-31 2016-02-23 Pont-levant

Country Status (2)

Country Link
EP (1) EP3075911B1 (fr)
DE (1) DE102015105021A1 (fr)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0901538B1 (fr) * 1996-05-29 2000-04-19 Schmidhalter & Pfammatter AG Pont basculant
DE10327396B4 (de) 2003-06-18 2005-07-28 Hartmut Wibbeler Hochwassergeschützte Brückenanordnung
DE102006039551B3 (de) 2006-08-23 2007-09-20 Kollegger, Johann, Prof. Dr.-Ing. Brückenklappverfahren

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
EP3075911A1 (fr) 2016-10-05
DE102015105021A1 (de) 2016-10-06

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