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FR2830548A1 - Reinforcement for suspension bridge comprises crosspiece with ballast at each end supported by cable fastened to each roadway suspension cable - Google Patents

Reinforcement for suspension bridge comprises crosspiece with ballast at each end supported by cable fastened to each roadway suspension cable Download PDF

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Publication number
FR2830548A1
FR2830548A1 FR0112887A FR0112887A FR2830548A1 FR 2830548 A1 FR2830548 A1 FR 2830548A1 FR 0112887 A FR0112887 A FR 0112887A FR 0112887 A FR0112887 A FR 0112887A FR 2830548 A1 FR2830548 A1 FR 2830548A1
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France
Prior art keywords
deck
cable
ballast
suspension
cables
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Application number
FR0112887A
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French (fr)
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FR2830548B1 (en
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Andre Marc Reimbert
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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D11/00Suspension or cable-stayed bridges
    • E01D11/02Suspension bridges

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

Abstract

The suspension bridge roadway (1) is suspended by cables (2) to which are attached principal load bearing cables (8,9). To the right of each pair of cables is a crosspiece (12) perpendicular to the roadway longitudinal axis. At each end of the crosspiece is a ballast (13) supported by a cable (14). The fastening point of this support cable to each load bearing cable is connected to the opposite fastening point by a cable (15).

Description

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La présente invention concerne les ponts suspendus. The present invention relates to suspension bridges.

Dans l'état actuel de la technique, ces ponts sont constitués par un platelage horizontal ou légèrement bombé, appelé tablier, permettant la circulation humaine ou par véhicules. Le tablier, qui s'étend sur toute la longueur du pont, est suspendu à des câbles de suspente, généralement verticaux, eux-mêmes attachés à des câbles principaux porteurs formant chaînette entre pylônes verticaux édifiés sur les bords de l'obstacle à franchir, fleuve ou vallée. Chaque pont comprend en général un câble principal porteur sur chaque bord du tablier soutenu. In the current state of the art, these bridges consist of a horizontal or slightly curved decking, called an apron, allowing human or vehicle traffic. The deck, which extends over the entire length of the bridge, is suspended from suspension cables, generally vertical, themselves attached to main carrier cables forming a chain between vertical pylons erected on the edges of the obstacle to be crossed, river or valley. Each bridge generally comprises a main carrying cable on each edge of the supported deck.

Mais l'équilibre de tels ponts est très instable et doit être étudié particulièrement pour que leur tablier résiste au dévers transversal dû à l'action du vent. Celui-ci, dans certains cas de tempête, peut parvenir à soulever le tablier le long d'un bord, jusqu'à tordre ce tablier si son étude n'a pas suffisamment pris en compte l'éventualité d'une telle sollicitation. But the balance of such bridges is very unstable and must be studied particularly so that their deck resists transverse cant due to the action of the wind. This one, in certain cases of storm, can manage to raise the apron along an edge, until twisting this apron if its study did not sufficiently take into account the possibility of such a request.

L'invention vise à équiper complémentairement chaque pont suspendu d'un dispositif permettant d'éviter ce dévers. The invention aims to equip each suspension bridge with a device to prevent this overhang.

Cet équipement consiste à lester le tablier le long de chaque bord longitudinal de celuici, afin de s'opposer au soulèvement d'un bord ou de l'autre et créant le dévers, suivant le sens du vent. This equipment consists in ballasting the deck along each longitudinal edge of it, in order to oppose the lifting of one edge or the other and creating the superelevation, according to the direction of the wind.

Les lests, répartis au droit des câbles de suspente, sont fixés à l'extrémité de traverses perpendiculaires à l'axe du tablier et intégrées dans la structure de celui-ci.  The weights, distributed in line with the suspension cables, are fixed to the end of crosspieces perpendicular to the axis of the deck and integrated into the structure of the latter.

Les lests sont réalisés en matière lourde afin d'en réduire le volume. Ils sont soutenus par les câbles principaux porteurs auxquels ils sont reliés par des câbles de suspente inclinés. The weights are made of heavy material to reduce the volume. They are supported by the main carrier cables to which they are connected by inclined hanger cables.

La résistance aux turbulences dues au vent étant le problème majeur posé par les ponts suspendus, le dispositif selon l'invention permet de stabiliser leur tablier et d'augmenter sensiblement la portée de celui-ci. Resistance to turbulence due to wind being the major problem posed by suspension bridges, the device according to the invention makes it possible to stabilize their deck and to significantly increase its range.

La description ci-après donne le détail de ce dispositif, explicitée par les figures suivantes : - la figure 1 est une vue en perspective d'un pont suspendu supportant le tablier selon la technique actuelle jusqu'à la présente invention, - la figure 2 est une vue en perspective du seul tablier du pont de la figure 1, déformé en dévers sous l'action du vent,  The description below gives the detail of this device, explained by the following figures: - Figure 1 is a perspective view of a suspension bridge supporting the deck according to the current technique until the present invention, - Figure 2 is a perspective view of the single deck of the bridge in FIG. 1, deformed on a slope under the action of the wind,

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- la figure 3 est une vue en perspective du pont de la figure 1, mais équipé du dispositif selon l'invention.  - Figure 3 is a perspective view of the bridge of Figure 1, but equipped with the device according to the invention.

La figure 3 est destinée à la description de ce dispositif. Celui-ci, pour être bien compris facilement, est représenté grossi par rapport à l'échelle du pont. Dans la réalité, ce dispositif apparaîtrait moins massif que sur cette figure. Figure 3 is intended for the description of this device. This, to be easily understood, is shown enlarged relative to the scale of the bridge. In reality, this device would appear less massive than in this figure.

Le pont suspendu de la figure 1 est classique On voit le tablier 1, de n'importe quelle section convenable, schématisée rectangulaire par simplification sur la figure, soutenu par les câbles de suspentes 2,3, 4,5, 6,7 très généralement verticaux-en nombre limité sur la figure par souci de clarté-, eux-mêmes attachés à des câbles principaux porteurs 8 et 9, formant chacun une chaînette entre les pylônes 10 et 11 auxquels ils sont attachés et au-delà desquels ils sont prolongés en 8'et 9'jusqu'à leur ancrage dans le sol des berges reliées par le pont. The suspension bridge of FIG. 1 is conventional. We see the deck 1, of any suitable section, schematically rectangular for simplification in the figure, generally supported by the cables 2,3, 4,5, 6,7 vertical - in limited number in the figure for the sake of clarity -, themselves attached to main carrier cables 8 and 9, each forming a chain between the pylons 10 and 11 to which they are attached and beyond which they are extended in 8 'and 9' until they are anchored in the ground of the banks connected by the bridge.

Lorsque le vent souffle sur le pont, transversalement à celui-ci, dans le sens de la flèche V, le tablier 1, s'il est insuffisamment résistant, peut se tordre ainsi qu'il apparaît sur la figure 2, et prendre du dévers qui l'amène en 1'. Une succession de telles secousses est extrêmement dangereuse, qui peut aboutir à une rupture brutale par surcontrainte des matériaux constitutifs du pont, ou par fatigue de ceux-ci. When the wind blows on the bridge, transverse to it, in the direction of arrow V, the deck 1, if it is insufficiently resistant, can twist as it appears in Figure 2, and take a slope which brings it in 1 '. A succession of such tremors is extremely dangerous, which can lead to a sudden rupture by over-stressing of the constituent materials of the bridge, or by fatigue of these.

Ce dévers est fonction de la portée du tablier. Aussi, pour s'opposer à ces secousses successives et diminuer l'effet de celles-ci, le dispositif selon l'invention consiste à organiser le tablier de part et d'autre de celui-ci, longitudinalement, pour lui permettre de s'opposer au soulèvement. Ce dispositif est présenté sur la figure 3. This slope depends on the span of the deck. Also, to oppose these successive tremors and reduce the effect of these, the device according to the invention consists in organizing the apron on either side of it, longitudinally, to allow it to oppose the uprising. This device is shown in Figure 3.

Il comprend, au droit de chaque file de suspente opposées, par exemple 2, une traverse 12, la plus mince possible, perpendiculaire à l'axe longitudinal du tablier 1 et fait corps avec lui. Sa hauteur est égale ou non à celle du tablier 1. Elle peut même être en saillie au-dessous de celui-ci. It comprises, to the right of each opposite line of hangers, for example 2, a cross member 12, the thinnest possible, perpendicular to the longitudinal axis of the deck 1 and is integral with it. Its height is equal or not to that of the apron 1. It can even be protruding below it.

Sa longueur excède la largeur du tablier 1 pour comporter à chacune de ses extrémités et symétriquement par rapport à l'axe du tablier 1, un lest 13 représenté par un cube, mais qui peut affecter toute autre forme aérodynamiquement et architecturalement convenable.  Its length exceeds the width of the deck 1 to comprise at each of its ends and symmetrically with respect to the axis of the deck 1, a ballast 13 represented by a cube, but which can have any other aerodynamically and architecturally suitable shape.

Ce lest est réalisé en n'importe quelle matière lourde, afin d'en réduire le volume. Son poids est calculé en fonction de la sollicitation du tablier 1 par le vent frappant le pont latéralement, alors que les rafales peuvent agir en soulèvement. Ce poids doit tenir This ballast is made of any heavy material, in order to reduce its volume. Its weight is calculated according to the loading of the deck 1 by the wind hitting the bridge laterally, while the gusts can act in uplift. This weight must hold

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compte du cumul de ce soulèvement (réduit par le poids propre du tablier) et de la décomposition du poids du lest 13 opposé non soulevé.  account of the cumulation of this lifting (reduced by the self-weight of the deck) and of the decomposition of the weight of the opposing ballast not lifted.

La longueur des traverses telles que 12 est constante tout le long du tablier 1 ou non. The length of the crosspieces such as 12 is constant all along the deck 1 or not.

Afin de ne pas surcharger le tablier 1, le poids de chacun des deux lests 13 d'une même traverse 12, est repris par des câbles suspentes 14, attachés aux câbles principaux porteurs 8 et 9 et reliés par un câble élingue 15. In order not to overload the deck 1, the weight of each of the two weights 13 of the same cross member 12 is taken up by hanging cables 14, attached to the main carrying cables 8 and 9 and connected by a sling cable 15.

Les traverses 12 ettou les lests 13 d'un même côté du tablier 1 peuvent être reliés par un ou plusieurs tirants, ou par un ou plusieurs organes de solidarisation. The sleepers 12 and all the weights 13 on the same side of the deck 1 can be connected by one or more tie rods, or by one or more securing members.

Les lests 13 permettent, par leur inertie, d'éviter la mise en vibration du tablier 1. The weights 13 make it possible, by their inertia, to avoid the vibration of the deck 1.

Le dispositif décrit n'est nullement limitatif. Il peut comporter des variantes. Par exemple, chaque traverse 12 peut être dédoublée et supporter le lest 13 en deux attaches. The device described is in no way limiting. It may include variants. For example, each cross member 12 can be split and support the ballast 13 in two fasteners.

Le dispositif selon l'invention permet d'augmenter sensiblement la portée du tablier 1 et donc du pont, ainsi que la sécurité de celui-ci.The device according to the invention makes it possible to significantly increase the range of the deck 1 and therefore of the bridge, as well as the safety of the latter.

Claims (6)

REVENDICATIONS 1) Pont suspendu destiné à franchir un fleuve ou une vallée, caractérisé en ce que son tablier 1 suspendu à des câbles suspentes tels que 2 à 7, attachés à des câbles principaux porteurs 8 et 9, comporte au droit de chaque paire de câbles suspentes une traverse 12 perpendiculaire à l'axe longitudinal de ce tablier, faisant corps avec celui-ci, de longueur excédant la largeur du tablier, et comportant à chacune de ses extrémités un lest 13 soutenu par un câble 14 dont le point d'attache à chaque câble 8 ou 9 est relié au point d'attache opposé par un câble 15. 1) Suspension bridge intended to cross a river or a valley, characterized in that its deck 1 suspended on hanging cables such as 2 to 7, attached to main carrying cables 8 and 9, comprises at the right of each pair of hanging cables a cross member 12 perpendicular to the longitudinal axis of this deck, integral with it, of length exceeding the width of the deck, and comprising at each of its ends a ballast 13 supported by a cable 14 whose point of attachment to each cable 8 or 9 is connected to the opposite attachment point by a cable 15. 2) Pont selon la revendication 1, caractérisé en ce que les traverses 12 et leurs lests 13 sont prévus au droit de chaque file de suspentes symétriquement opposées par rapport à l'axe du tablier 1.  2) Bridge according to claim 1, characterized in that the crosspieces 12 and their weights 13 are provided in line with each line of lines symmetrically opposite with respect to the axis of the deck 1. 3) Pont selon les revendications 1 et 2, caractérisé en ce que les traverses 12 sont de longueur variable tout le long du tablier 1.  3) Bridge according to claims 1 and 2, characterized in that the cross members 12 are of variable length all along the deck 1. 4) Pont selon les revendications 1 à 3, caractérisé en ce que les traverses 12 et/ou les lests 13 d'un même côté du tablier 1 sont reliés par des organes de solidarisation.  4) Bridge according to claims 1 to 3, characterized in that the sleepers 12 and / or the weights 13 on the same side of the deck 1 are connected by fastening members. 5) Pont selon la revendication 1, caractérisé en ce que la traverse 12 est dédoublée, et supporte chaque lest 13 en deux attaches.  5) Bridge according to claim 1, characterized in that the cross member 12 is split, and supports each ballast 13 in two fasteners. 6) Pont selon la revendication 1, caractérisé en ce que la traverse 12 est de hauteur différente de celle du tablier 1. 6) Bridge according to claim 1, characterized in that the cross member 12 is of different height from that of the deck 1.
FR0112887A 2001-10-04 2001-10-04 STRENGTHENING OF SUSPENDED BRIDGES Expired - Fee Related FR2830548B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
FR0112887A FR2830548B1 (en) 2001-10-04 2001-10-04 STRENGTHENING OF SUSPENDED BRIDGES

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Application Number Priority Date Filing Date Title
FR0112887A FR2830548B1 (en) 2001-10-04 2001-10-04 STRENGTHENING OF SUSPENDED BRIDGES

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FR2830548A1 true FR2830548A1 (en) 2003-04-11
FR2830548B1 FR2830548B1 (en) 2004-06-18

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104652244A (en) * 2015-02-01 2015-05-27 北京工业大学 Suspension bridge structure used for reinforcing PSC (Pre-stressed Concrete) continuous box girder bridge and construction method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07207619A (en) * 1994-01-12 1995-08-08 Hiroyuki Mizukami Main tower of long bridge provided with laterally extended beam and side cable
US5493746A (en) * 1993-06-02 1996-02-27 Minakami; Hiroyuki Frame structured bridge
EP0768428A1 (en) * 1995-10-16 1997-04-16 Kawada Industries, Inc. Super-long span suspension bridge

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5493746A (en) * 1993-06-02 1996-02-27 Minakami; Hiroyuki Frame structured bridge
JPH07207619A (en) * 1994-01-12 1995-08-08 Hiroyuki Mizukami Main tower of long bridge provided with laterally extended beam and side cable
EP0768428A1 (en) * 1995-10-16 1997-04-16 Kawada Industries, Inc. Super-long span suspension bridge

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN vol. 1995, no. 11 26 December 1995 (1995-12-26) *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104652244A (en) * 2015-02-01 2015-05-27 北京工业大学 Suspension bridge structure used for reinforcing PSC (Pre-stressed Concrete) continuous box girder bridge and construction method

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