EP1668186B1 - Brücke, insbesondere zum überqueren eines schifffahrtsstrassendurchgangs - Google Patents

Brücke, insbesondere zum überqueren eines schifffahrtsstrassendurchgangs Download PDF

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Publication number
EP1668186B1
EP1668186B1 EP04787279.1A EP04787279A EP1668186B1 EP 1668186 B1 EP1668186 B1 EP 1668186B1 EP 04787279 A EP04787279 A EP 04787279A EP 1668186 B1 EP1668186 B1 EP 1668186B1
Authority
EP
European Patent Office
Prior art keywords
span
bridge according
lifting
bridge
passage
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.)
Not-in-force
Application number
EP04787279.1A
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English (en)
French (fr)
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EP1668186A1 (de
Inventor
Jean-Pierre Ghilardi
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.)
Technip Energies France SAS
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Technip France SAS
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Publication of EP1668186A1 publication Critical patent/EP1668186A1/de
Application granted granted Critical
Publication of EP1668186B1 publication Critical patent/EP1668186B1/de
Not-in-force 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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D18/00—Bridges specially adapted for particular applications or functions not provided for elsewhere, e.g. aqueducts, bridges for supporting pipe-lines

Definitions

  • the invention relates to a bridge intended to cross in particular a pass of a navigation channel according to the preamble of claim 1.
  • a bridge as described in the preamble of claim 1 is known from the patent US 1 157 450 .
  • the known bridge comprises lifting means of the pinion and rack type.
  • the present invention aims to provide a bridge having improved lifting means.
  • a bridge according to the invention comprises means set forth in the characterizing part of claim 1.
  • a lifting bridge 1 intended to allow the crossing of a Pass 2 of a maritime shipping lane essentially comprises a substantially horizontal, movable portion, in the form of a span 3, which is displaceable in translation, substantially vertically, between a low crossing position of the pass 2 and a high position of clearance of the pass, and fixed parts 4, 5, on either side of the span 3 and on which the latter bears in 7 and 8, by these two ends 9 and 10, in its crossing position.
  • the bridge further comprises a support structure 12 of the span 3 during the displacement thereof between its two positions of crossing the span and clearance of the latter, and means 14 which control the displacement of the span, called hereinafter lifting means.
  • the lifting bridge 1 comprises only one support structure 12 and one lifting control device 14, which are mounted on one side of the pass to be crossed. 2, namely in the example shown the fixed part 5.
  • This fixed support part is, in the examples shown, on one of the banks of the shipping lane, but could also be provided therein.
  • the support structure 12 is fixed and essentially comprises at each lateral side of the span 3 a vertical tower 16 anchored at its lower end in the fixed part of the bank 5 and which carries at its upper end a beam 17 which extends to from the pylon being inclined upwardly to substantially the middle of the span 2 and a beam 18 which extends upward at a substantially straight angle with respect to the beam 17.
  • the span 3 is suspended mainly during the lifting at the free end of each beam 17, by means of two lifting cables 20, 21 fixed at one end to the span 3 and made to pass over a pulley 23 mounted on the beam. end of the beam 17, along this beam, on another pulley 24 located at the top of the pylon and, then inside the pylon 16 to a traction device 25 disposed at the foot thereof.
  • This device could be a winch winding or unrolling hoisting ropes 20, 21, or any other suitable traction device, such as a jack.
  • each lifting cable 20, 21 is fixed to the span 3, at one end thereof.
  • each beam Since thus the span is suspended at the free ends of the beams 17, the end of each beam is retained by a stay 27 which extends between this end and the free end of the holding beam 18, a part, and between these ends and the fixed part 5 of the bridge on which it is fixed at 28 at an appropriate distance from the foot of the pylon 16 in the plane formed by this pylon and the suspension beams 17 and retaining 18.
  • the upper end of each pylon 16 is held in position by a reinforcing leg 30 which extends between the upper end of the pylon and the fixed part in the abovementioned plane, as seen on the Figures 1 to 4 or by two stays 32 according to the figure 5 .
  • the figure 6 shows yet another version of the reinforcing device of the support structure, which comprises in extension of the suspension beam 17, beyond the pylon 16, a beam portion 36 whose end is retained at the fixed part 5 by stays 37 and which also serves as anchoring place of the stay 27 for retaining the free end of the suspension beam 17.
  • a beam portion 36 whose end is retained at the fixed part 5 by stays 37 and which also serves as anchoring place of the stay 27 for retaining the free end of the suspension beam 17.
  • stays 27 and 37 of the beams could also use instead of the stays 27 and 37 of the beams.
  • the support structure 12 may consist of frames located on the sides of the span 2, which are independent or connected by any type of connection. In general, all geometries can be applied to this structure.
  • the weight of the span 3 suspended on the support structure 12 may be more or less balanced by counterweights, acting permanently or only during the lifting.
  • These counterweights such as those indicated at 39 are placed in the traction cables and are thus like these cables inside the towers.
  • any other suitable solution of the counterweights and traction cables may be considered.
  • the counterweights could in particular be "disengaged" and the cables can be released when the span is in crossing position of the pass.
  • the span 3 may be a self-supporting structure, of the lattice type, box, so-called Warren beam or Bow string or the like.
  • the span when moving, is maintained at its corresponding end in contact with the pylons 16 and thus guided at one end.
  • FIGS. 7 to 15 illustrate several versions of a second embodiment of a bridge according to the invention.
  • This second embodiment is characterized in that the lifting of the span 3 is ensured by the tilting of a beam 42 pivotally mounted at the top of the pylons 16.
  • the pivoting of the beam is done on rotational bearings, pivots, hard grains or any other tilting mechanism.
  • This beam is formed by two levers with two arms 43 connected to each other for example by a cross member 45 at the ends of the front arm 44, to which is suspended the span 3 by suspension cables 46, while at each free end of the rear arm 44 'whose length may be different from that of the front arm are connected traction cables 48 actuated by a traction device of any suitable nature such as winches or cylinders 50.
  • This traction device can be associated with a device for anchoring the beam in the fixed part 5, such as cables or bars or gantries, which blocks the tilting of the beam when the span is in the crossing position of the pass and which does not prevent the action of the traction device during lifting.
  • a counterweight 52 may be interposed between the end of the edge of the lever 44 'and each cable 48.
  • Each lever with two arms 43 comprises at the tip of the support pylon 16 a transverse beam 54, which protrudes upwards and prevents bending of the lever by means of stays 56 and 57 fixed between the end of the beam 54 and the ends of the suspension arms 44 and traction 44 'of the levers 43.
  • each pylon 16 comprises a guideway 59 arcuate accordingly on which bears the adjacent end of the span 3.
  • a device for horizontal displacement of the flail pivot mechanism during lifting could prevent the curvature of the guide path.
  • the figure 10 shows a bridge structure which has two separate spans 3, 3 'and independent lift. Each bay is suspended from a beam 42 as described above.
  • the two flails could be mounted on two pairs of pylons 16 or on a device of three pylons whose central pylon indicated in 16 'on the figure 10 would then be common to both scourges.
  • the span 3 is a guyed structure, that is to say, carried by a multitude of stays 62, both in the service position, that is to say in its crossing position represented on the figures 11 and 12 than lifting according to the figure 13 , which allows a simplification of the structure of the span, including relief, as shown in the figures, since the span does not need to be self-supporting. This results in a reduction in the weight of the span.
  • this implementation version of the span in the form of a guyed span may also be applied to a two-span bridge, in accordance with the figure 9 .
  • FIG. figure 16 Another very advantageous embodiment is shown in FIG. figure 16 .
  • the span is not suspended from the beam 42 by means of the suspension device indicated at 64, in its center of gravity symbolized by the arrow 65, but at a location offset from the center 65 towards the pylons 16 so that the span, when raised, tends to swing towards the arrow 66.
  • the amplitude of this offset identified in the figure by the letter "a" is determined according to the effects of maximum wind that can act on the system.
  • the tilting in the direction of the arrow 66 could also be caused by a mass that will be added at the far end of the pylons, the span, as is schematically indicated in 71.
  • This version has the advantage that the suspension of the span can be made in its center of gravity.
  • the support structures can be designed differently, however, taking care that the constituent elements of these structures are preferably solicited in tension or compression.
  • the counterweights could be placed differently, integrated or not to support structures, for example integrated flails. Also, all types of arrangements for the shrouds, and in particular their number, can be envisaged.
  • the invention allows the realization of bridges with spans of significant length, up to 100 m or more.

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

Claims (16)

  1. Brücke, die insbesondere zum Überqueren eines Schifffahrtsstraßendurchgangs bestimmt ist und einen Teil in Form eines Brückenfelds, das in der Höhe verschiebend zwischen einer niedrigen Position des Überquerens des Durchgangs, in der das Brückenfeld auf starren Stützteilen der Brücke ruht, und einer hohen Position der Freigabe des Durchgangs verlagerbar ist, und eine Stützstruktur des Brückenfelds bei seiner Verlagerung sowie Hubmittel des Brückenfelds aufweist, wobei die Brücke eine einzige Stützstruktur (12) aufweist, die auf einer einzigen Seite (5) des zu überquerenden Durchgangs (2) angeordnet ist, dadurch gekennzeichnet, dass sie mit Hubmittel (14) ausgestattet ist, die die Verlagerung des Brückenfelds mit Hilfe von Zugkabeln steuern.
  2. Brücke nach Anspruch 1, dadurch gekennzeichnet, dass die Hubmittel Zugkabel (20, 21) aufweisen, von denen ein Ende am Brückenfeld (3) befestigt ist und deren anderes Ende mit einer Zugvorrichtung (25) verbunden ist, wobei es über Rollen (23, 24) läuft, die Teil der Stützstruktur (12) sind.
  3. Brücke nach Anspruch 2, dadurch gekennzeichnet, dass zwei Hubkabel (20, 21) an jeder Seite des Brückenfelds (3) befestigt sind und über eine Rolle (23) laufen, die auf der Stützstruktur (12) in einer vertikalen Ebene, die durch die Mitte des Brückenfelds (3) läuft, montiert ist.
  4. Brücke nach Anspruch 3, dadurch gekennzeichnet, dass die Stützstruktur (12) zwei Masten (16) zur Abstützung von Auslegerbalken (17) aufweist, die jeweils an ihrem freien Ende mit einer Rolle (23) ausgestattet sind, über welche die Hubkabel (20, 21) des Brückenfelds laufen.
  5. Brücke nach Anspruch 4, dadurch gekennzeichnet, dass die Masten (16) und die Auslegerbalken (27) mit Verstärkungselementen wie Stützen (30) oder Spannseilen (27, 37) ausgestattet sind.
  6. Brücke nach Anspruch 1, dadurch gekennzeichnet, dass die Hubmittel des Brückenfelds (3) einen Wippbalken (42) aufweisen, der schwingend auf einer Stützstruktur (16) an einem Ende montiert ist, an dem das Brückenfeld (3) aufgehängt ist, wogegen Schwenkantriebsmittel (50) mit dem anderen Ende verbunden sind.
  7. Brücke nach Anspruch 6, dadurch gekennzeichnet, dass das Brückenfeld (3) in Form einer selbsttragenden Struktur hergestellt ist, die am Ende des Wippbalkens (42) an Aufhängungskabeln (46) aufgehängt ist.
  8. Brücke nach Anspruch 6, dadurch gekennzeichnet, dass das Brückenfeld (3) eine erleichterte Struktur aufweist, die sowohl in seiner niedrigen Position des Überqueren des Durchgangs (2) als auch in seiner hohen Freigabeposition des Durchgangs von einer Vielzahl von Spannseilen getragen wird, wobei die Spannseile am vorgenannten Ende des Wippbalkens aufgehängt sind.
  9. Brücke nach einem der Ansprüche 6 bis 8, dadurch gekennzeichnet, dass ein Wippbalken (42) von zwei Hebeln (43) an zwei Armen (44, 44') gebildet wird, die jeweils schwenkend auf einem Mast (16) montiert sind und dabei gegebenenfalls durch einen Querbalken (45) verbunden sind.
  10. Brücke nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, dass das Gewicht des Brückenfelds mindestens teilweise durch Gegengewichte (39, 52) ausgeglichen wird.
  11. Brücke nach einem der Ansprüche 6 bis 10, dadurch gekennzeichnet, dass sie Stabilisierungsmittel des Brückenfelds bei seinem Hub aufweist.
  12. Brücke nach Anspruch 11, dadurch gekennzeichnet, dass die Stabilisierungsmittel einen Führungsweg (59) des mastseitigen Endes des Brückenfelds (3) bei seinem Hub aufweisen.
  13. Brücke nach Anspruch 11, dadurch gekennzeichnet, dass das Brückenfeld mit Mitteln ausgestattet ist, die ausgebildet sind, um das Brückenfeld derart zu kippen, dass sein Ende, das von den Masten (68) entfernt ist, gezwungen wird, sich nach unten zu verlagern, und Kabeln (69), die am mastseitigen Ende (68) des Brückenfelds befestigt sind und imstande sind, jeweils auf einer Winde (70) aufgewickelt oder von dieser abgewickelt zu werden, um das Kippen des Brückenfeld zu verhindern.
  14. Brücke nach Anspruch 13, dadurch gekennzeichnet, dass die Ab- und Aufrollbewegungen der Winden (70) dem Kippen des Wippbalkens (42) untergeordnet sind.
  15. Brücke nach einem der Ansprüche 13 oder 14, dadurch gekennzeichnet, dass die vorgenannten Kippmittel von einem Versatz des Angriffspunkts der Aufhängevorrichtung am Brückenfeld (3) unter dem Wippbalken (42) in einem vorbestimmten Abstand (a) in Richtung der Masten (16) gebildet werden.
  16. Brücke nach einem der Ansprüche 13 oder 14, dadurch gekennzeichnet, dass die Kippmittel des vorgenannten Wippbalken von einer zusätzlichen Masse (71) gebildet werden, die dem Ende des Brückenfelds (3) hinzugefügt ist, das von den Masten entfernt ist.
EP04787279.1A 2003-09-22 2004-09-01 Brücke, insbesondere zum überqueren eines schifffahrtsstrassendurchgangs Not-in-force EP1668186B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0311099A FR2860013B1 (fr) 2003-09-22 2003-09-22 Pont destine a franchir notamment une passe d'une voie de navigation
PCT/FR2004/002223 WO2005033411A1 (fr) 2003-09-22 2004-09-01 Pont destine a franchir notamment une passe d'une voie de navigation

Publications (2)

Publication Number Publication Date
EP1668186A1 EP1668186A1 (de) 2006-06-14
EP1668186B1 true EP1668186B1 (de) 2014-04-09

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EP04787279.1A Not-in-force EP1668186B1 (de) 2003-09-22 2004-09-01 Brücke, insbesondere zum überqueren eines schifffahrtsstrassendurchgangs

Country Status (7)

Country Link
US (1) US7557510B2 (de)
EP (1) EP1668186B1 (de)
KR (1) KR101144856B1 (de)
CN (1) CN1856625B (de)
CA (1) CA2539347C (de)
FR (1) FR2860013B1 (de)
WO (1) WO2005033411A1 (de)

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DE102006039551B3 (de) * 2006-08-23 2007-09-20 Kollegger, Johann, Prof. Dr.-Ing. Brückenklappverfahren
CN100392187C (zh) * 2006-10-10 2008-06-04 东南大学 轻型立转开启桥
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CN101949640B (zh) * 2010-09-08 2012-05-09 中山凯旋真空技术工程有限公司 气垫车过渡桥密封装置
RU2515801C2 (ru) * 2013-01-10 2014-05-20 Александр Тихонович Зиньковский Наголовник для опорных свай автомобильной дороги с покрытием плитами
CN104532734B (zh) * 2014-12-25 2016-08-17 江苏省水利机械制造有限公司 一种升降桥
CN106245513B (zh) * 2016-08-25 2017-11-21 湖北华舟重工应急装备股份有限公司 伸缩式开启桥及使用方法
CN107988891B (zh) * 2017-12-29 2023-07-11 浙江省水利水电勘测设计院有限责任公司 一种升降移动组合式活动钢桥
RU183403U1 (ru) * 2018-04-27 2018-09-21 Федеральное государственное казенное военное учреждение высшего образования "ВОЕННАЯ АКАДЕМИЯ МАТЕРИАЛЬНО-ТЕХНИЧЕСКОГО ОБЕСПЕЧЕНИЯ имени Генерала армии А.В. Хрулева" Вантовый однопилонный разводной мост с металлическим пролётным строением
CN110820529B (zh) * 2019-12-12 2024-05-17 广州揽睿路桥设计有限公司 一种桥面可开启折塔式斜拉桥
CN112342892B (zh) * 2020-10-20 2022-11-15 安徽平天湖投资控股集团有限公司 一种近海口地区方便油轮通行的组合桥结构
RU205111U1 (ru) * 2020-12-17 2021-06-28 Федеральное государственное казенное военное образовательное учреждение высшего образования "ВОЕННАЯ АКАДЕМИЯ МАТЕРИАЛЬНО-ТЕХНИЧЕСКОГО ОБЕСПЕЧЕНИЯ имени генерала армии А.В. Хрулева" Министерства обороны Российской Федерации Агрегат для надвижки пролетных строений на опоры автодорожных разборных мостов
CN112663477B (zh) * 2020-12-18 2021-10-22 保利长大工程有限公司 一种台风高发区大净空重载荷可升降通航孔栈桥

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Also Published As

Publication number Publication date
KR101144856B1 (ko) 2012-05-15
CN1856625A (zh) 2006-11-01
EP1668186A1 (de) 2006-06-14
WO2005033411A1 (fr) 2005-04-14
FR2860013A1 (fr) 2005-03-25
US20080022468A1 (en) 2008-01-31
CN1856625B (zh) 2013-10-23
KR20070030728A (ko) 2007-03-16
CA2539347A1 (fr) 2005-04-14
US7557510B2 (en) 2009-07-07
AU2004278524A1 (en) 2005-04-14
FR2860013B1 (fr) 2007-12-28
CA2539347C (fr) 2012-05-29

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