EP3074571B1 - Mobile kreuzungsstruktur - Google Patents

Mobile kreuzungsstruktur Download PDF

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Publication number
EP3074571B1
EP3074571B1 EP14798930.5A EP14798930A EP3074571B1 EP 3074571 B1 EP3074571 B1 EP 3074571B1 EP 14798930 A EP14798930 A EP 14798930A EP 3074571 B1 EP3074571 B1 EP 3074571B1
Authority
EP
European Patent Office
Prior art keywords
elements
movable
disposed
spanning part
dynamic
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
EP14798930.5A
Other languages
English (en)
French (fr)
Other versions
EP3074571A1 (de
Inventor
Etienne BOULEAU
Gabriele GUSCETTI
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.)
Ingeni SA
Original Assignee
Ingeni SA
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 Ingeni SA filed Critical Ingeni SA
Publication of EP3074571A1 publication Critical patent/EP3074571A1/de
Application granted granted Critical
Publication of EP3074571B1 publication Critical patent/EP3074571B1/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
    • E01D15/24—Bridges or similar structures, based on land or on a fixed structure and designed to give access to ships or other floating structures
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D6/00—Truss-type bridges
    • 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
    • E01D15/124—Folding or telescopic bridges; Bridges built up from folding or telescopic sections
    • 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
    • E01D15/00—Movable or portable bridges; Floating bridges
    • E01D15/12—Portable or sectional bridges
    • 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
    • E01D15/14—Floating bridges, e.g. pontoon bridges
    • E01D15/20—Floating bridges, e.g. pontoon bridges collapsible, expandable, inflatable or the like with main load supporting structure consisting only of non-rigid members
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/04—Bearings; Hinges
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/005—Girders or columns that are rollable, collapsible or otherwise adjustable in length or height

Definitions

  • the present invention relates to a mobile crossing structure gradually changing form by mechanical actuation.
  • a structure is a construction necessary for the establishment and operation of a communication route such as a bridge, a tunnel or a wall.
  • a communication route such as a bridge, a tunnel or a wall.
  • the structure makes it possible to cross a depression or an obstacle (watercourse, communication route, valley, etc.) by passing over this separation.
  • the complexity increases when the passage of men and the passage of river boats must coexist even though the air draft of the structure does not allow the combined passage of men and river craft.
  • Another alternative is to use temporary structures, ie a bridge that would deploy for the passage of individuals or vehicles and that could wind up for the passage of river boats.
  • US20120074035 describes a temporary bridge comprising two bays each comprising bridge elements intended to be superimposed when said bridge is in a first position called non-deployed.
  • the bridge elements of each of said bays are articulated with respect to each other.
  • the bridge comprises means for moving each of said bridge elements superimposed on another bridge element in said first position, between this first position and a second position, said extended, where said bridge elements are coupled to form said bridge.
  • the disadvantage of this system is that it does not allow the simultaneous passage of men or vehicles and river craft.
  • FR2804981 discloses a rollable beam, modular, articulated, geometrically shaped and of variable length which consists of articulated modules, each of them having a rigid part and a flexible part comprising a resistant element such as a cable or a chain, the modules being joined together for the use of the beam, on the one hand, at the level of the rigid parts, by hinges, on the other hand at the level of the flexible parts, by elements such as in particular that flanges or pins and tabs.
  • This beam is used in particular for formwork in which the use of traditional vertical pillars is not suitable, as for example, in the construction of bridges, in works where we do not want to interrupt the passage of people or goods.
  • JP2007107369A describes a structure acting as a bridge, the structure being formed on either side of lateral elements, in the form of bars, assembled at their center and at their ends by a pin.
  • This structure is fixed once mounted. It is stretchable and incurvable during installation and, once the structure is in place, fastening elements allow to lock the final position of the structure so as to freeze the stretching of the structure.
  • the fastening elements are arranged at at least one end of the structure and, once the desired shape obtained, they allow to maintain the structure in position.
  • the structure is no longer stretchable and retractable when the fasteners are placed on either side of the structure.
  • reference is made to the document GB 534913 A which discloses the preamble of claim 1.
  • the purpose of the present invention is therefore to provide a deformable structure, mobile and dynamic after installation, to increase the draft to let the river boats (or others) without stop crossing pedestrians and / or vehicles.
  • a mobile and dynamic structure after construction including a bridge, connecting two points separated by an obstacle, the structure allowing the permanent crossing of this obstacle.
  • the structure comprises a deformable apron which extends between said two points and an elongated set of elements having three openings, a first opening at each end of the elements and a second intermediate opening disposed between the first two openings present at the ends. ends of the elements.
  • the apertures are provided with ball joints for forming hinges, each element consisting of a first short portion between a first opening and the intermediate opening and a second longer portion between the other first opening and the intermediate opening. Pairs of elements are rotatable about a central hinge formed by a ball joint in the intermediate openings of two elements.
  • An assembly of pairs of elements is formed by ball joints inserted in the openings disposed at the ends of each element, the assembly of said elements being arranged along the deck on one side or on either side of the deck in a plane. substantially perpendicular to the axis of said hinges and allowing relative movement to one another from a first position to a second position occurring in said plane perpendicular to the axis of the hinges. Said short parts of the elements are arranged on the upper part of the pairs of elements arranged at the ends of the structure while the said short parts of the elements are arranged on the lower part of the pairs of elements arranged towards the center of the structure.
  • Driving means are arranged at one or both ends of said structure to adjust the deck in length.
  • the drive means are arranged so that when the means are activated, they cause the assembly of pairs of elements, so as to bend the central part of the deck when the two ends of the work are pulled in length, the drive means being operable after construction of the structure so as to make it mobile and dynamic.
  • a bridge connects two points separated by a stream.
  • the bridge comprises a deformable apron 1 extending between said two points.
  • the bridge comprises a set of elements 2, 3, elongate substantially triangular shape (scalene triangle), having three openings 5A, 5A ', 5B at the vertices 6 to receive ball joints.
  • a first opening 5A, 5A ' is disposed at each end / top of the elements 2, 3 and a second intermediate opening 5B is arranged between the two first openings 5A, 5A', the intermediate opening 5B being represented by the top having the largest angle.
  • the largest angle is about 140 ° but can vary from 120 ° to 160 ° or even 91 ° to 179 °.
  • the elements 2, 3 are flat and their thickness will depend on the material used.
  • the ball joints serve to form hinges 4.
  • Each element 2, 3 consists of a first short portion between a first opening 5A and the intermediate opening 5B and a second longer portion between the other first opening 5A 'and the intermediate opening 5B.
  • pairs of elements 2, 3 are rotatable about a central hinge 4 formed by a ball joint in the intermediate openings 5B of two elements 2, 3.
  • the figure 3 illustrates an assembly of pairs of elements 2, 3 being formed by ball joints inserted in the openings 5A, 5A 'disposed at the ends of each element 2, 3.
  • the assembly of the elements 2, 3 is arranged along the apron 1, on one side of the deck 1 in a plane substantially perpendicular to the axis of said hinges 4 and allowing a relative movement of the elements 2, 3 from a first position to a second position in said plane perpendicular to the axis of the hinges 4.
  • an assembly of the elements 2, 3 is arranged along the deck 1, on either side of the deck 1.
  • drive means 8 are arranged at one end of said structure, as illustrated in FIG. figure 5 , to adjust the apron 1 in length, the apron 1 bulging when pulled outward.
  • the drive means 8 are arranged at both ends of said structure.
  • the driving means 8 are arranged in such a way that when the means 8 come into action, they cause the pairs of elements 2, 3 to be assembled, said short portions of the elements 2, 3 being arranged on the upper part. pairs of elements 2, 3, arranged at the ends of the structure, while said short portions of the pairs of elements 2, 3 are arranged on the lower part of the pairs of elements 2, 3 arranged towards the center of the structure so as to cover the central part of the apron 1.
  • the figure 5 illustrates a bridge in high position, with a domed central part, pairs of elements 2, 3 on the part central being reversed relative to pairs of elements 2, 3 disposed at each end of the bridge.
  • the apron 1 consists of several movable transverse elements 9 arranged next to each other.
  • the apron 1 consists of several bearings 9.
  • the bearings 9 are juxtaposed, without space between two bearings 9, when the deck 1 is in the horizontal position.
  • the movable transverse elements 9 are juxtaposed when the deck 1 is in the horizontal position.
  • the figure 6 illustrates a structure seen from above in which pairs of elements 2, 3 are arranged on either side of the deck 1, said deck 1 consisting of bearings 9 juxtaposed and covered with a coating 7 of wood.
  • the movable transverse elements 9 are slightly spaced relative to each other when the deck 1 is in the horizontal position.
  • the figure 5 illustrates moving transverse elements 9 forming bearings articulated with respect to each other when the deck 1 is pulled in length, two bearings 9 being interconnected for example by a connecting arm, not shown.
  • the central part of the deck 1 bombs without creating bearings 9.
  • This variant provides a continuous surface that is passable for people with reduced mobility or vehicles.
  • the apron is bomb but a bearing on two is inclined, the next being flat and forming a bearing.
  • a rest stop is required at the top and bottom of each inclined plane regardless of the length. Different slopes can be arranged, ideally, the slope does not exceed 5%.
  • the drive means 8 operable after construction of the structure is an actuator, of the jack type, which is arranged at one end of the deck 1.
  • the figure 5 illustrates the cylinder on the left side of the deck 1.
  • the elements 2, 3 constitute the framework of the railing and can be dressed in such a way as not to leave the structure accessible to all.

Landscapes

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

Claims (9)

  1. Nach der Errichtung mobiles und dynamisches Bauwerk, das zwei durch ein natürliches oder vom Menschen geschaffenes Hindernis getrennte Punkte verbindet, wobei das Bauwerk das dauernde Überqueren dieses Hindernisses ermöglicht, wobei das Bauwerk umfasst:
    - eine verformbare Fahrbahnplatte (1), die sich zwischen den beiden Punkten erstreckt,
    - einen Satz Elemente (2, 3) mit länglicher Form, die drei Öffnungen (5A, 5A', 5B) aufweisen, und zwar eine erste Öffnung (5A, 5A') an jedem Ende der Elemente (2, 3) und eine zweite dazwischenliegende Öffnung (5B), die zwischen den beiden ersten Öffnungen (5A, 5A') an den Enden der Elemente (2, 3) angeordnet ist, wobei die Öffnungen (5, 5A, 5A') Kugelgelenke aufnehmen, die dazu dienen, Scharniere (4) zu bilden, wobei jedes Element (2, 3) aus einem ersten kurzen Teil zwischen einer ersten Öffnung (5A) und der dazwischenliegenden Öffnung (5B) und aus einem zweiten längeren Teil zwischen der anderen ersten Öffnung(5A') und der dazwischenliegenden Öffnung (5B) besteht, wobei die Elemente (2, 3) paarweise drehbeweglich um ein mittleres Scharnier (4) angeordnet sind, das aus einem Kugelgelenk in den dazwischenliegenden Öffnungen (5B) von zwei Elementen (2, 3) besteht,
    gekennzeichnet durch:
    - eine Aneinanderreihung mehrerer Paare von Elementen (2, 3) durch Kugelgelenke, die in den Öffnungen (5A, 5A') an den Enden jedes Elements (2, 3) eingesetzt sind, wobei die Aneinanderreihung der Elemente (2, 3) entlang der Fahrbahnplatte (1) auf einer Seite oder zu beiden Seiten der Fahrbahnplatte (1) in einer im Wesentlichen senkrecht zur Achse der Scharniere (4) verlaufenden Ebene angeordnet ist und ein relatives Bewegen der Elemente (2, 3) von einer ersten Position zu einer zweiten Position ermöglicht, das in der senkrecht zur Achse der Scharniere (4) verlaufenden Ebene stattfindet,
    - wobei die kurzen Teile der Elemente (2, 3) am oberen Teil der an den Enden des Bauwerks Paare von angeordneten Elementen (2, 3) angeordnet sind, während die kurzen Teile der Elemente (2, 3) am unteren Teil der zur Mitte des Bauwerks hin angeordneten Paare von Elementen (2, 3) angeordnet sind, und
    - Antriebsmittel (8), die an einem oder an beiden Enden des Bauwerks angeordnet sind, um die Fahrbahnplatte (1) in der Länge anzupassen, wobei die Antriebsmittel (8) so gestaltet sind, dass sie, wenn die Mittel (8) in Gang gesetzt werden, die Aneinanderreihung der Paare von Elementen (2, 3) so antreiben, dass sich der mittlere Teil der Fahrbahnplatte (1) wölbt, wenn die beiden Enden des Bauwerks in die Länge gezogen werden, wobei die Antriebsmittel nach der Errichtung des Bauwerks so betätigbar sind, dass dieses mobil und dynamisch ist.
  2. Mobiles und dynamisches Überquerungsbauwerk nach Anspruch 1, wobei Elemente (2, 3) die Form eines ungleichseitigen Dreiecks von im Wesentlichen länglicher Form haben, das Öffnungen (5A, 5A', 5B) an den Scheitelpunkten (6) zum Aufnehmen der Kugelgelenke aufweist, wobei die dazwischenliegende Öffnung (5B) zum Scheitelpunkt des Dreiecks mit dem größten Winkel hin gelegen ist.
  3. Mobiles und dynamisches Überquerungsbauwerk nach einem der Ansprüche 1 oder 2, wobei die Fahrbahnplatte (1) aus mehreren mobilen Querelementen (9) besteht, die nahe beieinander angeordnet sind.
  4. Mobiles und dynamisches Überquerungsbauwerk nach Anspruch 3, wobei die mobilen Querelemente (9) nebeneinander liegen, wenn die Fahrbahnplatte (1) in der horizontalen Position ist.
  5. Mobiles und dynamisches Überquerungsbauwerk nach Anspruch 3, wobei die mobilen Querelemente (9) leicht voneinander abstehend sind, wenn die Fahrbahnplatte (1) in der horizontalen Position ist.
  6. Mobiles und dynamisches Überquerungsbauwerk nach Anspruch 3, wobei die mobilen Querelemente (9) Stufen bilden, die aneinander angegliedert sind, wenn die Fahrbahnplatte (1) in die Länge gezogen wird, wobei zwei Stufen (9) untereinander über mindestens einen Verbindungsarm verbunden sind.
  7. Mobiles und dynamisches Überquerungsbauwerk nach den Ansprüchen 1 und 2, wobei sich die Fahrbahnplatte (1) wölbt, ohne Stufen zu bilden, und eine durchgehende Fläche bildet.
  8. Mobiles und dynamisches Überquerungsbauwerk nach einem der vorhergehenden Ansprüche, wobei das Antriebsmittel (8) ein Zylinder oder eine Hydraulikspindel ist.
  9. Mobiles und dynamisches Überquerungsbauwerk nach einem der vorhergehenden Ansprüche, wobei die Elemente (2, 3) die Tragkonstruktion eines Brückengeländers auf einer Seite oder zu beiden Seiten der Fahrbahnplatte (1) bilden.
EP14798930.5A 2013-11-28 2014-09-29 Mobile kreuzungsstruktur Not-in-force EP3074571B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH01977/13A CH708897B1 (fr) 2013-11-28 2013-11-28 Ouvrage de franchissement mobile.
PCT/IB2014/001944 WO2015079293A1 (fr) 2013-11-28 2014-09-29 Ouvrage de franchissement mobile

Publications (2)

Publication Number Publication Date
EP3074571A1 EP3074571A1 (de) 2016-10-05
EP3074571B1 true EP3074571B1 (de) 2017-10-18

Family

ID=53188426

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14798930.5A Not-in-force EP3074571B1 (de) 2013-11-28 2014-09-29 Mobile kreuzungsstruktur

Country Status (7)

Country Link
US (1) US10011961B2 (de)
EP (1) EP3074571B1 (de)
CN (1) CN105934548B (de)
AU (1) AU2014356134B2 (de)
CH (1) CH708897B1 (de)
NZ (1) NZ720893A (de)
WO (1) WO2015079293A1 (de)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017066466A1 (en) 2015-10-13 2017-04-20 University Of Notre Dame Du Lac Adjustable modules for variable depth structures
EP3551814A4 (de) 2016-11-08 2020-10-28 University of Notre Dame du Lac Modulare trägerverbindung
CN106320160B (zh) * 2016-11-15 2018-03-16 东南大学 一种可展拱桥结构
CN106351109B (zh) * 2016-11-15 2018-05-18 东南大学 一种折叠式拱桥结构
CN106351110B (zh) * 2016-11-15 2018-03-16 东南大学 一种上承式折叠桁架桥结构
CN106498839B (zh) * 2016-11-15 2018-05-18 东南大学 一种双向折叠桁架桥结构
CN106702878B (zh) * 2016-11-15 2018-07-27 东南大学 一种双向折叠桁架拱桥结构
CN107956202B (zh) * 2017-12-04 2024-05-31 江苏沪宁钢机股份有限公司 一种安全稳定的月牙桥及其安装工艺
CN107905087A (zh) * 2017-12-22 2018-04-13 贵州省水利水电勘测设计研究院 一种用于进水口的折叠式交通桥

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US175150A (en) * 1876-03-21 Improvement in flying-bridges
US2030262A (en) * 1930-01-27 1936-02-11 Maddock Thomas Truss or bridge
GB534913A (en) 1939-11-30 1941-03-21 Nicholas Straussler Improvements in or relating to collapsible bridges
US2697845A (en) * 1951-06-18 1954-12-28 Paul E Broner Link structure
JPS6065806A (ja) * 1984-07-20 1985-04-15 籏野　秀雄 可動式立体橋
ES2168052B1 (es) 2000-02-10 2003-10-16 Sourdeau Alejandr Martin-Lunas Viga enrollable
CN2554222Y (zh) * 2001-05-31 2003-06-04 张赤兵 快速伸展和收缩的链架结构桥
EP1636445A1 (de) * 2003-05-27 2006-03-22 Mark Panton Stützvorrichtungen
JP4967117B2 (ja) * 2005-09-14 2012-07-04 国立大学法人広島大学 構造体及びその主フレームの伸張・縮収装置
FR2901817B1 (fr) * 2006-05-31 2015-03-27 Deschamps A & Fils Ets Pont temporaire
US20080263791A1 (en) * 2006-10-26 2008-10-30 Thomas Edward Roberts Heavy duty loading ramp for cargo transporting apparatus
US20080184502A1 (en) * 2007-02-07 2008-08-07 Thomas Edward Roberts Handicap ramp for accessing and egressing transport vehicles
FR2945298B1 (fr) 2009-05-06 2011-06-17 Deschamps A & Fils Ets Pont temporaire perfectionne

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Also Published As

Publication number Publication date
US20160376754A1 (en) 2016-12-29
CH708897A1 (fr) 2015-05-29
US10011961B2 (en) 2018-07-03
AU2014356134A1 (en) 2016-06-16
WO2015079293A1 (fr) 2015-06-04
CN105934548A (zh) 2016-09-07
EP3074571A1 (de) 2016-10-05
CN105934548B (zh) 2018-01-19
AU2014356134B2 (en) 2018-11-01
NZ720893A (en) 2016-10-28
CH708897B1 (fr) 2018-06-15

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