EP1101871A1 - Tablier de pont métallique et procédé de construction d'un pont comportant un tel tablier - Google Patents
Tablier de pont métallique et procédé de construction d'un pont comportant un tel tablier Download PDFInfo
- Publication number
- EP1101871A1 EP1101871A1 EP00403239A EP00403239A EP1101871A1 EP 1101871 A1 EP1101871 A1 EP 1101871A1 EP 00403239 A EP00403239 A EP 00403239A EP 00403239 A EP00403239 A EP 00403239A EP 1101871 A1 EP1101871 A1 EP 1101871A1
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- EP
- European Patent Office
- Prior art keywords
- beams
- bridge
- longitudinal
- boxes
- box
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
- E01D2/04—Bridges characterised by the cross-section of their bearing spanning structure of the box-girder type
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- 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
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- 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
- E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
- E01D19/125—Grating or flooring for bridges
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/24—Concrete
- E01D2101/26—Concrete reinforced
- E01D2101/268—Composite concrete-metal
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/30—Metal
Definitions
- the invention generally applies to the production of medium-span metal bridges, for example a few dozen meters, but is especially suitable for building bridges temporary for military use or for the rapid reconstruction of a bridge destroy.
- the invention therefore relates to a new bridge deck which, like the previously known removable bridges, is constituted prefabricated elements assembled on site but whose implementation place, using lifting devices, can be particularly fast, such an apron can, moreover, have a greater range than the temporary bridges known so far.
- the bridge deck according to the invention has a exterior appearance analogous to that of a bridge constructed in a conventional manner.
- a temporary bridge according to the invention can therefore be easily transformed into a definitive work.
- the invention is not not limited to the construction of temporary bridges but can advantageously be applied to the realization of any work of medium range crossing.
- the invention therefore generally applies to the production a metal bridge deck having at least one span resting on two supports, said deck comprising at least two main beams parallel to a longitudinal direction of the bridge and connected by a plurality of transverse spacers spaced from each other, and a transverse decking resting on said main beams longitudinal.
- each longitudinal beam is made up of a series of elements assembled end to end of prefabricated metal, each formed by a tubular hollow box with polygonal cross section having at least one upper face plane, said boxes having the same section and each extending over a length compatible with the means of transport and lifting.
- the boxes of two adjacent beams are connected two by two by a plurality of spacers each consisting of a metal tube having two ends each provided with fixing means with a side face of a box and said beams are connected, at their part upper, by a plurality of rigid transverse joining elements constituting at least part of the deck and having two ends fixed respectively on the flat upper faces of the two beams.
- each box forming an element of longitudinal beam has a quadrangular cross section and, preferably trapezoidal, having two horizontal faces of widths different and two lateral faces inclined symmetrically with respect to to a vertical median plane of the box.
- the elements cross junction consist of a series of spaced sections from each other and extend transversely over a length at less equal to the distance between two beams, said sections having each two ends respectively fixed on the upper faces planes of the corresponding caissons of the two beams.
- the joining profiles are spaced apart constant distance corresponding to the width of a wooden crosspiece placed between two neighboring profiles and resting on the upper faces planes of the corresponding boxes of the two longitudinal beams, one temporary decking thus being made up of a series of crosspieces laid next to each other.
- the apron includes a series of corrugated panels extending between two beams longitudinal and resting on the upper faces of the boxes corresponding to said beams, said panels being contiguous and constituting a lost formwork for pouring a concrete slab forming the decking of the deck.
- the temporary decking consists of sleepers placed between junction profiles
- each box is provided with upward projecting parts, forming connectors, intended to be embedded in the concrete slab poured on the formwork lost, for securing said slab to the beams longitudinal.
- the elements cross junction consist of a series of slab elements of concrete intended to be laid contiguously, one after the other, on at least two series of boxes forming at least two beams longitudinal, covering them, each element of the slab being secured, after installation with the corresponding boxes of the two beams, so as to form the decking of the deck.
- the invention also covers a number of advantageous characteristics which will be described in more detail by the and which are the subject of the subclaims.
- the invention also covers the elements prefabricated for the construction of a bridge deck and a new method of constructing a bridge span comprising such an apron.
- FIG. 1 is a general schematic view, in perspective, of a provisional bridge deck according to the invention.
- Figure 2 is a cross-sectional view of the deck.
- Figure 3 is a detail view, in cross section, of a box, at a spacer.
- Figure 4 is a side view, along line IV, IV of the figure 3, of the connection between two successive caissons.
- Figure 5 shows, in elevation, the whole of a beam longitudinal of a bridge deck.
- Figure 6 is a top view of a prefabricated slab placed on two longitudinal beams.
- Figure 7 is a longitudinal sectional view of the junction between two adjacent slabs.
- Figure 8 is a perspective view of the mounting of a slab of end.
- Figure 9 shows, in longitudinal section, the junction between a end slab and the end of a longitudinal beam.
- FIG. 10 is a detail view, in longitudinal section, of the junction between two successive spans, at the level of a support.
- Figure 11 is a schematic perspective view of a box for the casting of a transverse support beam.
- Figure 12 is a general view, in cross section partial, of the whole of a bridge pile.
- Figure 13 is a sectional view along XIII-XIII of Figure 12.
- Figure 14 and Figure 15 illustrate two stages of construction of a bridge according to the invention.
- FIG. 1 there is shown schematically, in perspective, four stages of construction of a bridge deck comprising, in the example shown, two traffic lanes A and B and which is represented in section in FIG. 2.
- Each taxiway is supported by two main longitudinal beams 1, 1 'which are each consisting of a series of tubular boxes 10 fixed end to end butt by welding or bolting and interconnected by spacers 2.
- each box 10 has a quadrangular section, preferably trapezoidal, comprising a upper flat face 11, a lower flat face 12 and two faces lateral 13a, 13b inclined symmetrically with respect to the median plane longitudinal P1 of the box 10.
- the large base of the trapezoid faces upwards, the upper face 11 having a width greater than that of the lower face 12.
- the thicknesses of the sheets are determined on the basis of the forces to be supported, the lower face 12 normally being thicker than the upper face 11.
- the bridge deck shown in the figure 1 is specially adapted for the construction of a temporary bridge, in particular by a military engineering unit and is therefore made up entirely of prefabricated elements which can be made in advance and brought to the site.
- a supporting beam we will therefore have a series of boxes 10 capable of being assembled end to end and spacers 2 provided, at their ends, with fixing means on the lateral faces 13 of the boxes, the number of elements depending on the span of the span to be made and the dimensions of the boxes which are determined according to the means handling available.
- each box 10 corresponds to the possibilities of transport by road and, normally, also suitable for transport by rail, air or sea. Indeed, the place of construction being, often, isolated, the last part of the transport will generally be by road.
- the caissons 10 will have a length not exceeding 5 or 6 meters so that allow their transport on a road trailer and their handling on the site by a lifting device of the type currently available engineering units whose power is generally 4 or 5 tonnes.
- the height (H) of box 10 can be 600, 700, 800 and 900 mm, respectively.
- the thickness (e) of the underside may vary from 20 to 75 mm. So the first range of boxes with a height of 600 mm will allow to make spans with a span of 10 to 20 m while the latest range, having a height of 900 mm, will allow to realize spans with a range of 20 to 25 m.
- the design of the span in particular the low number of elements and their simplicity, allows them to be assembled very simple way, for example by bolting. Therefore, it is possible dismantle the bridge to recover the elements, for example after reconstruction of a permanent bridge.
- a construction by bolting or riveting is easier to perform and does not require a personnel as specialized as for welding, which is particularly advantageous for military applications.
- each end of a spacer tube 2 is provided, in its median plane, of a fixing plate 21 which is applied to a gusset 22 fixed, in a transverse plane, on the lateral face 13 of the box 17, the flat 21 and gusset 22 being provided with orifices which come into alignment for installing fixing bolts.
- this span is not too great and corresponds to the possibilities of the lifting device available, can assemble the boxes on the ground so as to constitute a beam of desired length and lift it as a block to place it on the supports.
- two longitudinal beams 1, 1 ′ will be placed, one next to the other, which are then connected by a number of spacers 2.
- the trapezoidal section of the beam reduces the risk of spillage and therefore facilitates installation.
- the adjacent elements 10, 10a can be assembled end to end by bolting, which allows, thereafter, dismantle the apron to recover the elements.
- each box 10 forming an element of a longitudinal beam has four parts at each end massive 23 welded, on the outside, at the four corners of the box the soles 11 and 12 of which have been extended laterally.
- These parts massive 23 are each drilled with a bore 24 so that the parts 23a, 23b placed, respectively, at the opposite ends of two adjacent beams 10a, 10b are applied one on the other, the bores 24a, 24b being aligned.
- This first assembly phase I has been shown schematically at the bottom right in Figure 1.
- the two beams 1, 1 ′ are then secured by joining elements such as that profiles 3 having a length at least a little longer than the distance between the two adjacent beams 1, 1 'and the ends of which are fixed on the upper faces 11, 11 'thereof.
- This phase II is shown at the top right of Figure 1. We were able to quickly and economically build a span of temporary bridge by simply using a lifting device of a power of a few tonnes.
- the bridge temporary thus constructed can be very easily transformed into a bridge final.
- the invention is not limited to construction of temporary bridges but can also be used for make a classic metal bridge.
- the supporting structure consisting of at least two longitudinal beams 1, 1 'connected by spacers 2 is covered by a concrete deck made up of prefabricated slabs which are secured to the upper faces of the longitudinal beams 1, 1 ' so as to ensure the rigidity of the structure.
- each longitudinal beam 1 is consisting of a series of prefabricated boxes 10 fixed end to end, by example by means of prestressing bars, as shown in figure 4.
- the beam 1 is constituted, in its most large part of boxes 10a having a length, for example, of 3.50 meters, and is completed, by a number of boxes more short 10b, 10c having lengths of 2.5 meters and 1 meter. Of end boxes 10d, 10e are placed at both ends.
- the two longitudinal beams 1,1 ' are connected by spacers 2.
- the number spacers may be reduced and it may be sufficient, for example, to simply place a spacer at each end of the span and a or two spacers in the central part.
- the thicknesses of the sheets in particular for the bottom sole 12, may vary depending on bending moment supported which depends on the position of the box in the span.
- the boxes placed in the part center of the span can have a bottom sole 12 thick larger than for the boxes placed at the ends.
- Figure 6 shows, in top view, a slab 5 covering two longitudinal beams 1, 1 'which is shown in section transverse in FIG. 12.
- the slab 5 advantageously comprises a central part 51 extending between the two beams 1, 1 'and extended, on either side of these by two lateral parts 52 on which sidewalks can be mounted 42.
- FIG 7 is a detail view, in section along line I-I of the Figure 6 of the connection between two adjacent slabs.
- Each slab 5 is provided on its sides with recesses 53 extending over part of the height of the slab so as to leave a lower part in the form of partition 54 forming lost formwork.
- the partitions 54a, 54b come into contact with one another in limiting a rectangular space made up of the recessed parts 53a, 53b in which stand armatures extend 55.
- transverse bars 56 are threaded into the frames 55, and the whole is embedded in concrete poured into space 53a, 53b of so as to form a continuous slab.
- each slab 5 is provided, at the level of each beam 1, 1 ', of at least one recess 6 which extends over the entire height of the slab 5 so as to open on a part 14 of the upper face 11 of beam 1 on which a plurality of studs 61 have been welded forming connectors.
- there are simply two types of slabs respectively a common slab such as 5 and a end slab 5 'placed at each end of the span and shown in figure 8.
- there is only one type of slab current and the length (I) covered by each slab does not correspond necessarily to the length (L) of the boxes.
- each slab 5 will be provided, at the level of each beam carrier 1, notches 62, the corresponding area of the face upper 11 of the beam 1 being provided with connector studs 61 of so as to secure the joining, with the beam, of two slabs successive at their junction.
- each beam 1 is ends with a 10d end box which is covered with an end slab 5 'shown in perspective in Figure 8.
- This end slab is provided, on its side facing the adjacent slab, with a recess transverse 53 and, on its side facing the abutment, a beam of stiffening 57, turned downwards and forming an acroterion.
- the level of box 10d, the beam 57 is provided with a recess 63 in which extend from connector studs 61, 64, welded respectively to the upper face 11 of the box 10d and on two lateral faces 14 ' formed at the end of the box 10d. So, using formwork it is possible to pour concrete in the recess 63 to complete the transverse beam 57 and ensure the joining of the slab element 5a with the end box 10d.
- the bridge is made up of two spans resting on a pile 7 by means of a beam transverse 8 constituting an intermediate support.
- each intermediate support beam 8 constitutes a keying of joining between the ends of the two spans, which is carried out at inside a box forming a lost formwork and resting on the pile 7.
- This box 80 shown in perspective in FIG. 11, has the shape of a trough having a bottom 81, two side walls 82 in which are provided notches 83 whose profile corresponds to that, in cross section, of a longitudinal beam 1, and two end walls 86.
- the end boxes 10e of two aligned beams 1a, 1b of two successive spans penetrate by the notches 83, inside the formwork 80.
- the two ends of the two beams 1a, 1b are provided with connector studs 61, 65 welded, respectively, on the upper face 11 of the box 10e and on a flange 15 fixed to the end of it.
- the upper edges of the two lateral faces 82 of the box 80 are covered by the tiles 5a, 5b placed on the ends of the beams 1a, 1b.
- This transverse beam 84 rests on the stack 7 by support members 71 which can be of any known type, for example smooth or roller bearings.
- each press 71 slides, with little play, into an opening 85 in profile corresponding, formed in the bottom 81 of the formwork 80 so that the support is made directly on the concrete.
- the beam transverse 84 thus formed may be provided with adequate reinforcement, especially in its lower part, to ensure the distribution of the load on supports 71 and in its upper part, for the junction tiles 5a, 5b.
- FIGs 14 and 15 schematically illustrate the implementation of a bridge according to the invention resting on a pile 7 constituted in the manner shown in detail in Figures 12 and 13.
- the bridge constitutes a work of crossing over a two-lane motorway on a platform A.
- we dig first to the level we want for foundations, one excavation B1 for the central pile and two excavations B2 for the abutments.
- the foundation of the central pile can be simply consisting of a C1 sole and, optionally, a concrete D pedestal on which elements are placed prefabricated 71 which advantageously consist of boxes superimposed, as shown in Figures 12 and 13.
- a internal reinforcement secures the assembly to the pedestal D to upper level 73 of stack 7.
- each abutment may be made up of elements superimposed 74, resting on the sole C2.
- These elements 74 can have, for example, a U-shape for the maintenance of an embankment made to the desired level.
- supports 71, 71 ' are placed respectively on the upper end 73 of the stack 7, at the upper level 73 ′ of each abutment 70.
- the stack 7 is then equipped with brackets 75 fixed so removable and constituting a temporary support for the transverse box 80, the bottom of which is wedged at the desired level on the supports 71.
- the four supporting beams 1 have been produced. each formed by assembling longitudinal boxes 10 joined together, for example, by prestressing.
- a lifting device E for example a mobile crane, traveling on platform A then successively sets up the four longitudinal beams 1, each beam having an end 10d which rests on the support 71 'of the abutment 70 and an opposite end 10e which engages in a corresponding notch 83 of the box transverse 80.
- a continuous deck was thus produced which may have, in section transverse, the profile shown in Figure 12.
- the bridge can then be finished with the installation of sidewalks 42, and a border prefabricated 43 supporting a railing.
- the decking can also be formed of prefabricated elements.
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Abstract
Description
Claims (21)
- Tablier pour un pont métallique ayant au moins une travée reposant sur deux appuis, ledit tablier comprenant au moins deux poutres principales (1, 1') parallèles à une direction longitudinale du pont et reliées par une pluralité d'entretoises transversales (2) écartées les unes des autres, et un platelage transversal (4) reposant sur lesdites poutres principales longitudinales (1, 1'),
caractérisé par le fait que chaque poutre longitudinale (1) est constituée par assemblage bout à bout d'une série d'éléments métalliques préfabriqués formés chacun d'un caisson creux tubulaire (10) à section transversale polygonale ayant au moins une face supérieure plane (11), lesdits caissons (10) ayant la même section et s'étendant chacun sur une longueur (L) compatible avec les moyens de transport et de levage, que les caissons (10, 10') de deux poutres voisines (1, 1') sont reliés deux à deux par une pluralité d'entretoises constituées chacune d'un tube métallique (2) ayant deux extrémités munies chacune de moyens (21) de fixation avec une face latérale (13) d'un caisson (10) et que lesdites poutres (1, 1') sont reliées, à leur partie supérieure, par une pluralité d'éléments rigides de jonction transversale (3) constituant au moins une partie du platelage (4) et ayant deux extrémités fixées respectivement sur les faces supérieures planes (11) des caissons (10, 10') des deux poutres (1, 1'). - Tablier de pont selon la revendication 1, caractérisé par le fait que chaque caisson (10) formant un élément de poutre longitudinale (1) présente une section transversale quadrangulaire ayant deux faces horizontales, respectivement supérieure (11) et inférieure (12), reliées par deux faces latérales (13).
- Tablier de pont selon la revendication 1, caractérisé par le fait que chaque caisson formant un élément de poutre longitudinale présente une section trapézoïdale ayant deux faces horizontales (11,12) de largeurs différentes et deux faces latérales (13) inclinées symétriquement par rapport à un plan médian vertical du caisson.
- Tablier de pont selon l'une des revendications 1, 2 3, caractérisé par le fait que les éléments de jonction transversale sont constitués d'une série de profilés (3) écartés les uns des autres et s'étendant transversalement sur une longueur au moins égale à la distance entre deux poutres (1, 1'), lesdits profilés (3) ayant chacun deux extrémités fixées respectivement sur les faces supérieures planes (11) des caissons (10) correspondants des deux poutres (1, 1').
- Tablier de pont selon la revendication 4, caractérisé par le fait que les profilés de jonction (3) sont écartés d'une distance constante correspondant à la largeur d'une traverse en bois (40) placée entre deux profilés voisins (3) et reposant sur les faces supérieures planes (11) des caissons (10) correspondants des deux poutres longitudinales (1, 1'), un platelage provisoire (4) étant ainsi constitué d'une série de traverses (40) posées l'une à côté de l'autre.
- Tablier de pont selon l'une des revendications 1 à 5, caractérisé par le fait qu'il comprend une série de panneaux ondulés (31) s'étendant entre deux poutres longitudinales (1, 1') et reposant sur les faces supérieures (11) des caissons (10) correspondants desdites poutres (1, 1'), lesdits panneaux (31) étant jointifs et constituant un coffrage perdu pour la coulée d'une dalle en béton (41) formant le platelage du tablier.
- Tablier de pont selon la revendication 6, caractérisé par le fait que les panneaux ondulés (31) s'emboitent dans des profilés de jonction (3) fixés sur les deux poutres (1, 1') et constituant des éléments rigides de jonction transversale.
- Tablier de pont selon la revendication 5, caractérisé par le fait qu'il comprend une série de panneaux ondulés (31) s'étendant entre deux poutres longitudinales (1, 1') et posés l'un à la suite de l'autre en s'emboítant sur les profilés de jonction (3), après retrait des traverses en bois (40), lesdits panneaux ondulés constituant un coffrage perdu pour la coulée d'une dalle en béton (41) formant le platelage définitif du tablier.
- Tablier de pont selon l'une des revendications 6 et 8, caractérisé par le fait que la face supérieure plane (11) de chaque caisson (10) est munie de parties en saillie vers le haut, formant connecteurs (61), destinées à être noyées dans la dalle en béton (41) coulée sur le coffrage perdu, pour la solidarisation de ladite dalle (41) avec les poutres longitudinales (1, 1').
- Tablier de pont selon l'une des revendications 1, 2, 3, caractérisé par le fait que les éléments de jonction transversale sont constitués d'une série d'éléments (5) de dalle en béton destinés à être posés jointivement, l'un à la suite de l'autre, sur au moins deux séries de caissons formant au moins deux poutres longitudinales (1, 1'), en recouvrant celles-ci, chaque élément de la dalle (5) étant solidarisé, après la pose avec les caissons (10) correspondants des deux poutres (1, 1'), de façon à former le platelage du tablier.
- Tablier de pont selon la revendication 10, caractérisé par le fait que chaque élément de dalle (5) est muni, sur chaque partie recouvrant un caisson (10), d'au moins un évidement (63) dans lequel pénètrent, à la pose de l'élément, des parties en saillie formant connecteurs (61), fixées sur une zone correspondante de la face supérieure plane (11) du caisson (10), pour la solidarisation de l'élément de dalle (5) avec les caissons (10) qu'il recouvre, par coulée dans ledit évidement (63) d'un béton dans lequel sont noyés lesdits connecteurs (61).
- Tablier de pont selon l'une des revendications précédentes, caractérisé par le fait que les éléments de poutres longitudinales (1, 1') en forme de caissons creux (10) sont solidarisés deux à deux par soudage de leurs extrémités adjacentes.
- Tablier de pont selon l'une des revendications précédentes, caractérisé par le fait que les éléments de poutres longitudinales (1, 1') en forme de caissons creux (10) sont solidarisés deux à deux par boulonnage de leurs extrémités adjacentes.
- Tablier de pont selon l'une des revendications précédentes, caractérisé par le fait que chaque élément de poutre en forme de caisson (10) est muni, à chacune de ses extrémités, de pièces massives (23) soudées sur le caisson (10) et percées chacune d'un alésage (24) et que, à la pose des caissons (10) bout à bout pour la constitution d'une poutre longitudinale (1), les pièces massives (23a, 23b) de deux caissons consécutifs (10a, 10b) se placent l'une à la suite de l'autre pour la mise en place d'un moyen (25) de solidarisation des caissons constitué d'une barre (25) de précontrainte passant dans les alésages (24a, 24b) alignés et mis sous tension.
- Tablier de pont selon l'une des revendications précédentes, caractérisé par le fait que, à une extrémité d'une travée, les poutres principales longitudinales reposent sur un appui (7) du pont par l'intermédiaire d'une poutre transversale (8) constituée d'un caisson (80) ayant un fond (81) reposant sur l'appui (7) du pont, deux parois latérales (82) et deux parois d'extrémités (86), lesdites parois latérales (82) étant munies, au niveau de chaque poutre longitudinale (1), d'une échancrure (83) ayant le même profil que la poutre longitudinale (1) en section transversale, de façon à permettre l'emboítement d'une partie extrême (10e) de chaque poutre longitudinale (1) dans une échancrure (83) correspondante du caisson transversal (80), en pénétrant partiellement dans celui-ci, ledit caisson (80) formant un coffrage perdu qui est rempli, après la pose de toutes les poutres, d'un béton de clavage (16) de façon à réaliser une poutre transversale (8) solidarisée avec les extrémités de l'ensemble des poutres longitudinales (1).
- Tablier de pont selon la revendication 15, caractérisé par le fait que chaque poutre longitudinale (1) est munie, à son extrémité (10e) pénétrant dans le caisson transversal (80), de parties en saillie formant connecteurs (65), pour la solidarisation de la poutre longitudinale (1) avec la poutre transversale (8) coulée dans le caisson (80).
- Tablier de pont selon la revendication 16, caractérisé par le fait que chaque appui intermédiaire (7) du pont porte un caisson transversal (80) ayant deux parois latérales (82) munies d'échancrures (83) d'emboítement des extrémités des poutres longitudinales (1) de deux travées successives, de façon à assurer, après coulée du béton (16) dans le caisson transversal (80), la solidarisation des deux travées s'étendant de part et d'autre de la poutre transversale (8) ainsi réalisée.
- Procédé de construction d'une travée de pont reposant sur deux appuis écartés, caractérisé par le fait que l'on réalise à l'avance une pluralité d'éléments de poutres longitudinales constitués chacun d'un caisson tubulaire (10) à section transversale polygonale, ayant au moins deux faces planes parallèles, respectivement une face supérieure (11) et une face inférieure (12), lesdits caissons (10) ayant un poids et une longueur (L) compatibles avec les possibilités de levage et de transport, une pluralité de traverses-entretoises (2) constituées chacune d'un tube métallique (2) ayant deux extrémités opposées, on apporte lesdits caissons (10) et entretoises (2) sur le lieu de construction, ce dernier comportant au moins deux appuis (7) réalisés à l'avance, on assemble lesdits caissons (10) bout à bout en solidarisant leurs extrémités adjacentes de façon à former au moins deux poutres longitudinales (1, 1') constituées chacune d'une série de caissons (10), on met en place les poutres longitudinales ainsi constituées, de façon à les faire reposer, par deux extrémités, sur deux appuis écartés (7, 70) du pont, lesdites poutres longitudinales (1, 1') étant solidarisées entre elles par au moins deux traverses-entretoises (2) qui sont fixées, chacune par deux extrémités opposées (21), respectivement sur deux faces latérales (13) en vis à vis de deux caissons (10, 10') placés au même niveau sur les deux poutres (1, 1') et l'on réalise un platelage (4) recouvrant lesdites poutres longitudinales dont au moins une partie est constituée d'une pluralité d'éléments rigide de jonction transversale (3, 5) répartis sur toute la longueur de la travée et s'étendant chacun au moins sur la distance séparant les deux poutres longitudinales (1, 1'), chaque élément de jonction (3, 5) étant fixé sur les faces supérieures (11) des deux poutres longitudinales (1, 1').
- Procédé selon la revendication 18, caractérisé par le fait que les éléments de jonction sont des profilés métalliques (3) ayant chacun deux extrémités fixées, après la pose, sur les faces supérieures (11) des deux poutres longitudinales (1, 1'), que lesdits profilés (3) sont régulièrement écartés d'une distance sensiblement égale à la largeur d'une poutre en bois (40) du type traverse de chemin de fer et que l'on place une traverse (40) dans chaque intervalle entre deux profilés, de façon à constituer un platelage provisoire (4).
- Procédé de construction selon la revendication 19, caractérisé par le fait que, pour remplacer le platelage provisoire (4) par un platelage définitif, on enlève les traverses en bois (40), on recouvre au moins l'espace entre deux poutres longitudinales de panneaux jointifs (31) munis de cannelures s'emboítant dans les profilés de jonction (3), et l'on coule une dalle en béton (41) sur la surface constituée par les faces supérieures (11) des poutres longitudinales (1, 1'), avec lesdits panneaux (31), ces derniers constituant un coffrage perdu pour la coulée de la dalle (41).
- Procédé de construction d'un tablier selon la revendication 18, caractérisé par le fait que l'on réalise à l'avance une pluralité d'éléments de dalle en béton (5) ayant chacun une longueur élémentaire (I), et comprenant chacun, au niveau de chaque poutre longitudinale (1, 1'), au moins un évidement (6, 63) s'étendant sur toute la hauteur de la dalle (5) de façon à s'ouvrir sur une zone (14) de la poutre (1) munie de parties en saillie formant connecteurs (61, 64, 65), et que, après la mise en place de deux poutres longitudinales (1, 1') reliées par des traverses (2), on pose sur les faces supérieures (11) des deux poutres (1, 1') une série de dalles élémentaires jointives (5) de telle sorte que les évidements (6, 63) de chaque dalle (5) recouvrent au moins une zone de jonction munie de connecteurs (61, 64, 65) de chaque poutre longitudinale (1), puis l'on coule un béton (16) dans lesdits évidements (6, 63) de façon à assurer la solidarisation de chaque élément de dalle (5) avec les deux poutres longitudinales (1, 1').
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SI200030416T SI1101871T1 (en) | 1999-11-19 | 2000-11-20 | Steel bridge deck and method for the construction of a bridge with such a deck |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9914606A FR2801328B1 (fr) | 1999-11-19 | 1999-11-19 | Tablier de pont metallique et procede de construction d'un pont comportant un tel tablier |
FR9914606 | 1999-11-19 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1101871A1 true EP1101871A1 (fr) | 2001-05-23 |
EP1101871B1 EP1101871B1 (fr) | 2004-03-24 |
Family
ID=9552334
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00403239A Expired - Lifetime EP1101871B1 (fr) | 1999-11-19 | 2000-11-20 | Tablier de pont métallique et procédé de construction d'un pont comportant un tel tablier |
Country Status (14)
Country | Link |
---|---|
US (1) | US6574818B1 (fr) |
EP (1) | EP1101871B1 (fr) |
AT (1) | ATE262621T1 (fr) |
CZ (1) | CZ301753B6 (fr) |
DE (1) | DE60009234D1 (fr) |
DZ (1) | DZ3097A1 (fr) |
ES (1) | ES2213554T3 (fr) |
FR (1) | FR2801328B1 (fr) |
MA (1) | MA25516A1 (fr) |
PL (1) | PL343955A1 (fr) |
PT (1) | PT1101871E (fr) |
SI (1) | SI1101871T1 (fr) |
SK (1) | SK17522000A3 (fr) |
TN (1) | TNSN00221A1 (fr) |
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CN105220610A (zh) * | 2015-10-26 | 2016-01-06 | 中国海洋石油总公司 | 一种用于海上石油平台间的新型栈桥 |
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CN108360365A (zh) * | 2018-02-02 | 2018-08-03 | 南通城欣市政工程有限公司 | 一种装配式钢桥梁及其安装方法 |
CN110004961A (zh) * | 2019-05-17 | 2019-07-12 | 中交一航局第二工程有限公司 | 套箱施工***及其施工方法 |
CN112127267A (zh) * | 2020-09-22 | 2020-12-25 | 中国五冶集团有限公司 | 一种钢结构暗梁安装装置 |
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Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10315156B4 (de) * | 2003-04-03 | 2005-11-03 | Plauen Stahl Technologie Gmbh | Verbund- oder Stahlüberbau mit einteiligem Querschnitt |
FR2858338B1 (fr) | 2003-08-01 | 2015-03-13 | Soc Civ D Brevets Matiere | Procede de realisation d'une poutre de pont metallique et poutre ou travee ainsi realisee |
US7475446B1 (en) * | 2004-10-16 | 2009-01-13 | Yidong He | Bridge system using prefabricated deck units with external tensioned structural elements |
ES2283179B1 (es) * | 2005-03-11 | 2008-12-01 | Iglesias Y Revilla, S.L. | Estructuras mixtas para su aplicacion a naves industriales prefabricadas. |
FR2893332B1 (fr) * | 2005-11-14 | 2012-07-20 | Soc Civ D Brevets Matiere | Perfectionnement aux ponts metalliques |
US20070258765A1 (en) * | 2006-04-17 | 2007-11-08 | Coyle Thomas B | Polymer-based structural member |
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KR100944241B1 (ko) | 2008-02-01 | 2010-02-24 | 연세대학교 산학협력단 | 프리스트레스 합성형교의 연속지점부상의 상부 및 하부내하력 보강을 위한 강-콘크리트 합성 거더 |
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US10697136B2 (en) * | 2017-12-29 | 2020-06-30 | John C Koo | Bridge structure |
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Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1033694B (de) * | 1956-06-12 | 1958-07-10 | Maschf Augsburg Nuernberg Ag | Mehrgleisige Eisenbahnbruecke oder Strassenbruecke |
DE2600662A1 (de) * | 1976-01-09 | 1977-07-21 | Westeel Rosco Ltd | Zusammengesetzte baueinheit |
DE2812531B1 (de) * | 1978-03-22 | 1979-08-02 | Salzgitter Ag | Kastenfoermiger Traeger einer zerlegbaren Bruecke |
EP0490771A1 (fr) * | 1990-12-13 | 1992-06-17 | Constructions Mecaniques De Normandie | Elément de franchissement pour le franchissement d' obstacles |
Family Cites Families (24)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE103394C (fr) | ||||
US2033751A (en) * | 1934-05-14 | 1936-03-10 | Roy V Yeager | Building construction |
US3257764A (en) * | 1962-09-27 | 1966-06-28 | Reynolds Metals Co | Bridge construction with girder having triangular intermediate and rectangular end cross-sectional configurations |
US3912408A (en) * | 1971-06-11 | 1975-10-14 | Arno Domnick | Cover for channels and ducts |
US3800490A (en) * | 1971-08-19 | 1974-04-02 | J Conte | Building structure for floors and roofs |
US4706319A (en) * | 1978-09-05 | 1987-11-17 | Eugene W. Sivachenko | Lightweight bridge structure |
US4373837A (en) * | 1981-05-28 | 1983-02-15 | T. Y. Lin International | Pier with prestressed resiliant integral deck to absorb docking forces of ships |
US4531857A (en) * | 1982-09-30 | 1985-07-30 | Bettigole Neal H | Prefabricated pavement module |
US4741138A (en) * | 1984-03-05 | 1988-05-03 | Rongoe Jr James | Girder system |
IL79874A0 (en) * | 1986-08-28 | 1986-11-30 | Israel State | Rapid deployment stationary bridge |
US4965903A (en) * | 1989-02-17 | 1990-10-30 | Kitchener Forging Ltd. | Modular bridge |
US4972537A (en) * | 1989-06-05 | 1990-11-27 | Slaw Sr Robert A | Orthogonally composite prefabricated structural slabs |
US5339475A (en) * | 1991-05-30 | 1994-08-23 | The Queen In Right Of Ontario As Represented By The Ministry Of Transportation | Load supporting structure |
DE4126250C2 (de) * | 1991-08-08 | 1996-10-24 | Gutehoffnungshuette Man | Aus Spurträgern bestehendes Brückensystem |
US5311629A (en) * | 1992-08-03 | 1994-05-17 | Smith Peter J | Deck replacement system with improved haunch lock |
DE4242746C2 (de) * | 1992-12-17 | 1995-12-14 | Alten Geraetebau Gmbh | Tragplatte für Brücken und Rampen |
US5454128A (en) * | 1994-01-27 | 1995-10-03 | Kwon; Heug J. | Prefabricated bridge deck form |
US5623803A (en) * | 1995-03-21 | 1997-04-29 | Willis; Mark C. | Plastic decking and securement system and method of installation |
US5617599A (en) * | 1995-05-19 | 1997-04-08 | Fomico International | Bridge deck panel installation system and method |
WO1997018356A1 (fr) * | 1995-11-13 | 1997-05-22 | Reynolds Metals Company | Systeme de tablier de pont modulaire comprenant des elements creux extrudes en aluminium solidement fixes aux poutres de soutien |
US5651154A (en) * | 1995-11-13 | 1997-07-29 | Reynolds Metals Company | Modular bridge deck system consisting of hollow extruded aluminum elements |
US6055693A (en) * | 1995-12-28 | 2000-05-02 | Owen Industries, Inc. | Railway short span trestle bridge |
AUPO432296A0 (en) * | 1996-12-20 | 1997-01-23 | Ecoform | "Ecotrack" - concrete boardwalk/deck |
US5920938A (en) * | 1997-08-05 | 1999-07-13 | Elcock; Stanley E. | Method for rejuvenating bridge hinges |
-
1999
- 1999-11-19 FR FR9914606A patent/FR2801328B1/fr not_active Expired - Fee Related
-
2000
- 2000-10-18 DZ DZ000149A patent/DZ3097A1/fr active
- 2000-11-15 MA MA26105A patent/MA25516A1/fr unknown
- 2000-11-16 CZ CZ20004288A patent/CZ301753B6/cs not_active IP Right Cessation
- 2000-11-17 US US09/714,906 patent/US6574818B1/en not_active Expired - Lifetime
- 2000-11-17 PL PL00343955A patent/PL343955A1/xx not_active Application Discontinuation
- 2000-11-17 TN TNTNSN00221A patent/TNSN00221A1/fr unknown
- 2000-11-17 SK SK1752-2000A patent/SK17522000A3/sk unknown
- 2000-11-20 EP EP00403239A patent/EP1101871B1/fr not_active Expired - Lifetime
- 2000-11-20 PT PT00403239T patent/PT1101871E/pt unknown
- 2000-11-20 AT AT00403239T patent/ATE262621T1/de not_active IP Right Cessation
- 2000-11-20 DE DE60009234T patent/DE60009234D1/de not_active Expired - Lifetime
- 2000-11-20 SI SI200030416T patent/SI1101871T1/xx unknown
- 2000-11-20 ES ES00403239T patent/ES2213554T3/es not_active Expired - Lifetime
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1033694B (de) * | 1956-06-12 | 1958-07-10 | Maschf Augsburg Nuernberg Ag | Mehrgleisige Eisenbahnbruecke oder Strassenbruecke |
DE2600662A1 (de) * | 1976-01-09 | 1977-07-21 | Westeel Rosco Ltd | Zusammengesetzte baueinheit |
DE2812531B1 (de) * | 1978-03-22 | 1979-08-02 | Salzgitter Ag | Kastenfoermiger Traeger einer zerlegbaren Bruecke |
EP0490771A1 (fr) * | 1990-12-13 | 1992-06-17 | Constructions Mecaniques De Normandie | Elément de franchissement pour le franchissement d' obstacles |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
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CN104195955A (zh) * | 2014-09-02 | 2014-12-10 | 中交第二公路工程局有限公司 | 一种大跨径钢桥装配式桥面铺装方法 |
CN104195955B (zh) * | 2014-09-02 | 2016-08-17 | 中交第二公路工程局有限公司 | 一种大跨径钢桥装配式桥面铺装方法 |
CN105220610A (zh) * | 2015-10-26 | 2016-01-06 | 中国海洋石油总公司 | 一种用于海上石油平台间的新型栈桥 |
CN105220610B (zh) * | 2015-10-26 | 2017-03-22 | 中国海洋石油总公司 | 一种用于海上石油平台间的新型栈桥 |
CN106758757A (zh) * | 2016-12-13 | 2017-05-31 | 湖北华舟重工应急装备股份有限公司 | 一种人工拼装式单层公路快速桥 |
CN108360365A (zh) * | 2018-02-02 | 2018-08-03 | 南通城欣市政工程有限公司 | 一种装配式钢桥梁及其安装方法 |
CN110004961A (zh) * | 2019-05-17 | 2019-07-12 | 中交一航局第二工程有限公司 | 套箱施工***及其施工方法 |
CN110004961B (zh) * | 2019-05-17 | 2024-05-10 | 中交一航局第二工程有限公司 | 套箱施工***及其施工方法 |
CN112127267A (zh) * | 2020-09-22 | 2020-12-25 | 中国五冶集团有限公司 | 一种钢结构暗梁安装装置 |
Also Published As
Publication number | Publication date |
---|---|
EP1101871B1 (fr) | 2004-03-24 |
PT1101871E (pt) | 2004-08-31 |
DZ3097A1 (fr) | 2004-06-20 |
FR2801328B1 (fr) | 2002-02-01 |
TNSN00221A1 (fr) | 2002-05-30 |
MA25516A1 (fr) | 2002-10-01 |
ATE262621T1 (de) | 2004-04-15 |
CZ20004288A3 (cs) | 2001-07-11 |
FR2801328A1 (fr) | 2001-05-25 |
DE60009234D1 (de) | 2004-04-29 |
ES2213554T3 (es) | 2004-09-01 |
US6574818B1 (en) | 2003-06-10 |
SK17522000A3 (sk) | 2001-12-03 |
PL343955A1 (en) | 2001-05-21 |
CZ301753B6 (cs) | 2010-06-16 |
SI1101871T1 (en) | 2004-12-31 |
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