FR2743825A1 - Security barrier for roadway - Google Patents

Security barrier for roadway Download PDF

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Publication number
FR2743825A1
FR2743825A1 FR9600814A FR9600814A FR2743825A1 FR 2743825 A1 FR2743825 A1 FR 2743825A1 FR 9600814 A FR9600814 A FR 9600814A FR 9600814 A FR9600814 A FR 9600814A FR 2743825 A1 FR2743825 A1 FR 2743825A1
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France
Prior art keywords
ground
vehicles
ballasted
stiffness
floor plate
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FR9600814A
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French (fr)
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FR2743825B1 (en
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SECCO EDGAR
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SECCO EDGAR
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Priority to FR9600814A priority Critical patent/FR2743825B1/en
Publication of FR2743825A1 publication Critical patent/FR2743825A1/en
Application granted granted Critical
Publication of FR2743825B1 publication Critical patent/FR2743825B1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/08Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/081Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material
    • E01F15/085Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material using metal
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/08Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/081Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material
    • E01F15/083Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material using concrete

Abstract

The barrier section has a shell formed by a base panel (1), two side panels (2) and an upper smooth panel (3) which are assembled and placed on the ground. The section is stabilised by a filling ballast, the whole assembly forming a barrier with sustained mechanical characteristics. The mechanical inertia and the stiffness is adjustable by the selected thickness of the upper panel. The base panel can have ducts for the passage of drainage water.

Description

L'invention concerne un équipement de sécurité routière destiné à prévenir le risque de sortie de route des véhicules, et ce en garantissant un niveau de sécurité satisfaisant pour toutes les catégories d'usagers. The invention relates to road safety equipment intended to prevent the risk of vehicles leaving the road, while guaranteeing a satisfactory level of safety for all categories of users.

Sur les parties du réseau routier où les sorties de route sont susceptibles de conséquences graves pour l'usager ou pour les riverains, les aménageurs équipent les plates-formes routières de dispositifs de retenue pour pallier ce risque. On the parts of the road network where the exits of road are likely to have serious consequences for the user or for the residents, the developers equip the road platforms with restraint devices to mitigate this risk.

Les dispositifs les plus souvent rencontrés aujourd'hui sont la glissière métallique souple fixée sur supports fichés dans le sol généralement tous les quatre mètres, d'où son appellation GS4, et la glissière en béton formant un muret adhérent sur le sol, appelée communément GBA, glissière en béton adhérent. The devices most often encountered today are the flexible metal slide fixed on supports stuck in the ground generally every four meters, hence its name GS4, and the concrete slide forming a low wall adhering to the ground, commonly called GBA , adherent concrete slide.

La GS4 donne satisfaction pour les véhicules légers qu'elle retient bien sans les renvoyer sur la voie adjacente grâce à son aptitude à se déformer. En revanche, elle est quasiment inefficace pour les poids-lourds qu'elle ne parvient pas à arrêter, et elle présente un grand danger pour les usagers à deux roues. Le motard qui chute et part en glissade sur la chaussée, ira finir sa course dans les supports verticaux, sans aucune chance de passer dans l'intervalle qui les sépare, lequel est d'autant plus faible que la trajectoire est plus tangentielle à la glissière. C'est là un paradoxe. Un équipement destiné à apporter sécurité aux usagers expose en fait une catégorie d'entre eux à un risque extrême. The GS4 is satisfactory for light vehicles which it retains well without sending them back to the adjacent track thanks to its ability to deform. On the other hand, it is almost ineffective for heavy goods vehicles which it cannot stop, and it presents a great danger for users on two wheels. The biker who falls and slips on the road, will finish his race in the vertical supports, without any chance of passing in the interval which separates them, which is all the weaker as the trajectory is more tangential to the slide . This is a paradox. Equipment intended to provide safety to users in fact exposes a category of them to an extreme risk.

La GBA, souvent implantée en terre-plein central d'autoroute parvient à stopper les poidslourds grâce à son inertie de masse et à sa raideur. Sans être idéale pour les motards, elle est quand même un moindre mal pour eux par son absence d'aspérités. Elle devient critiquable par contre pour les automobiles car sa réponse trop sèche leur fait subir d'importantes déformations, les renvoit et leur fait traverser la chaussée. Son aptitude à retenir les poids-lourds la rend donc dangereuse pour les véhicules légers. The GBA, often located in the middle of the highway, manages to stop the heavy goods vehicles thanks to its mass inertia and its stiffness. Without being ideal for bikers, it is still a lesser harm for them by its lack of roughness. On the other hand, it becomes open to criticism for cars because its too dry response causes them to undergo major deformations, sends them back and makes them cross the road. Its ability to hold heavy goods vehicles therefore makes it dangerous for light vehicles.

L'invention, qui vise à pallier ces inconvénients consiste en un dispositif qui retienne tous les véhicules sur la plate-forme routière sans constituer un danger pour l'une des différentes catégories d'usagers. Cette glissière est constituée d'une coque formée de plaques assemblées sur le site à équiper et lestée par un matériau de remplissage quelconque facilement disponible à proximité du chantier et de densité voisine de la densité moyenne des sols, soit 1,6 à 2.  The invention, which aims to overcome these drawbacks, consists of a device which retains all the vehicles on the road platform without constituting a danger for one of the different categories of users. This slide consists of a shell formed of plates assembled on the site to be fitted and ballasted with any filling material readily available near the site and with a density close to the average soil density, ie 1.6 to 2.

Les dessins annexés illustrent l'invention
La figure 1 représente, en coupe, une glissière à effet sur les deux faces, à implanter entre deux voies, en terre-plein central d'autoroute par exemple.
The accompanying drawings illustrate the invention
Figure 1 shows, in section, an effect slide on both sides, to be installed between two tracks, in the central reservation of the highway for example.

a figure 2 représente, en coupe, une glissière à simple effet, à implanter en rive de chaussée. Figure 2 shows, in section, a single-acting slide, to be installed at the edge of the carriageway.

La figure 3 montre, en perspective, le montage des plaques entre elles.Figure 3 shows, in perspective, the mounting of the plates together.

La coque se compose d'une plaque de sol (1) ou (1 bis), recevant des flancs (2) ou (2 bis). The hull consists of a floor plate (1) or (1 bis), receiving sides (2) or (2 bis).

Après remplissage à un niveau prédéterminé au moyen d'un lest (6), le volume est fermé par une lisse supérieure (3), dont l'épaisseur est fonction de l'inertie mécanique recherchée. Cette glissière est en effet à inertie ajustable; inertie de masse ajustable par la densité du lest et (ou) la hauteur de remplissage, inertie mécanique ajustable par l'épaisseur de la lisse supérieure. Sa réaction est la même quel que soit l'endroit d'impact d'un véhicule puisque ses caractéristiques mécaniques sont continues à l'infini. Les éléments (1), (2) et (3) étant d'une longueur limitée pour la commodité de leur transport et de leur manutention, ils sont raboutés de façon à assurer cette continuité. Les plaques (1) sont raboutées par des platines libres (4) les plaques (2) et (3) par chevauchement de leurs extrémités.Les liaisons entre plaques sont réalisées par boulonnage, par rivets explosifs ou vis autotaraudeuses lorsque l'accès à l'arrière des plaques n'est pas possible, dans le cas de la réparation par exemple.After filling to a predetermined level by means of a ballast (6), the volume is closed by an upper rail (3), the thickness of which depends on the desired mechanical inertia. This slide is indeed with adjustable inertia; mass inertia adjustable by the density of the ballast and / or the filling height, mechanical inertia adjustable by the thickness of the top rail. Its reaction is the same regardless of the impact location of a vehicle since its mechanical characteristics are infinitely continuous. The elements (1), (2) and (3) being of a limited length for the convenience of their transport and their handling, they are stitched so as to ensure this continuity. The plates (1) are joined by free plates (4) the plates (2) and (3) by overlapping their ends. The connections between plates are made by bolting, by explosive rivets or self-tapping screws when access to the 'back of the plates is not possible, in the case of repair for example.

Les caractéristiques mécaniques sont donc ajustées en fonction du rôle assigné à la glissière. Si l'on veut se prémunir à coup sûr contre le risque de sortie de route des poids-lourds, on choisira un lest dense dont on remplira toute la coque de façon à obtenir une masse linéique élevée et on optera pour une lisse supérieure épaisse, conférant à l'ensemble une inertie mécanique calculée pour faire participer la glissière sur une grande longueur et éviter ainsi le risque de déversement local. Pour une efficacité extrême, on réalisera une semelle en béton encastrée dans le sol sur laquelle on posera la coque qui sera lesté de béton. La plaque de sol (1) sera confectionnée en métal déployé pour une bonne adhérence de la coque sur la semelle.A l'inverse, lorsqu'on cherchera une réponse plus souple du dispositif, on diminuera le lest et on retiendra une lisse supérieure au moment d'inertie plus faible. En effet, toute augmentation de raideur, bénéfique pour la sécurité des poids-lourds, se traduira par une moindre aptitude à se déformer et donc une réponse plus sèche pour les véhicules légers. Le choix des paramètres relève donc du compromis, ou d'une option bien arrêtée pour l'itinéraire concerné.  The mechanical characteristics are therefore adjusted according to the role assigned to the slide. If we want to protect ourselves for sure against the risk of heavy vehicles leaving the road, we will choose a dense ballast whose full shell will be filled so as to obtain a high linear mass and we will opt for a thick upper smooth, giving the assembly a mechanical inertia calculated to involve the slide over a long length and thus avoid the risk of local spillage. For extreme efficiency, we will make a concrete footing embedded in the ground on which we will place the shell which will be ballasted with concrete. The floor plate (1) will be made of expanded metal for good adhesion of the shell to the sole. Conversely, when we seek a more flexible response from the device, we will decrease the ballast and we will retain a smooth greater than the lower moment of inertia. Indeed, any increase in stiffness, beneficial for the safety of heavy goods vehicles, will result in a lesser ability to deform and therefore a drier response for light vehicles. The choice of parameters is therefore a compromise, or a well-chosen option for the route concerned.

La mise en oeuvre du dispositif ne requiert aucune qualification pointue et relève donc de la compétence du personnel d'entretien routier. De même, la réparation après les chocs se limitera à repositionner la glissière si elle a ripé, voire au remplacement des plaques endommagées, encore que des déformations légères de ces dernières ne devraient pas nuire au fonctionnement du dispositif. The implementation of the device does not require any specific qualification and therefore falls within the competence of road maintenance personnel. Similarly, repair after impact will be limited to repositioning the slide if it has failed, or even replacing the damaged plates, although slight deformations of the latter should not affect the operation of the device.

La libre circulation des eaux de ruissellement sous la glissière, si elle est souhaitée, est assurée par des profilés (5) intégrés dans la plaque de sol. The free circulation of runoff water under the slide, if desired, is ensured by profiles (5) integrated in the floor plate.

Les éléments (1) et (3) peuvent être préformés selon une gamme de rayon de courbures, pour équiper les virages à rayon serré. Les plaques (2) ou (2 bis) sont aptes à une pose en courbe, sans façonnage particulier. Elements (1) and (3) can be preformed according to a range of radius of curvature, to equip tight radius turns. The plates (2) or (2 bis) are suitable for laying in a curve, without any particular shaping.

Cet équipement ne demande aucun entretien. Sa longévité sera fonction de la qualité du métal employé ou de sa protection éventuelle. This equipment requires no maintenance. Its longevity will depend on the quality of the metal used or its possible protection.

L'application industrielle de l'invention est du domaine de la sidérurgie pour la fabrication des plaques, des entreprises de travaux publics pour la mise en oeuvre sur les sites à sécuriser. L'une comme l'autre ne présente aucune difficulté technique majeure.  The industrial application of the invention is in the field of steel for the manufacture of plates, public works companies for the implementation on the sites to be secured. Both present no major technical difficulty.

Claims (4)

REVENDICA TIONSREVENDICA TIONS 1) Dispositif de sécurité routière destiné à empêcher les sorties de route accidentelles des véhicules, caractérisé en ce qu'il se compose d'une coque formée d'une plaque de sol (1), de deux flancs (2) et d'une lisse supérieure (3) assemblées, simplement posée sur le sol et lestée par un ballast de remplissage, le tout formant un ensemble aux caractéristiques mécaniques parfaitement continues.1) Road safety device intended to prevent accidental exits from vehicles, characterized in that it consists of a hull formed by a floor plate (1), two sides (2) and a upper arm (3) assembled, simply placed on the ground and ballasted with a filling ballast, the whole forming a set with perfectly continuous mechanical characteristics. 2) Dispositif selon la revendication (1) caractérisé en ce qui l'inertie mécanique et donc la raideur est rendue ajustable par le choix de l'épaisseur de la lisse supérieure (3).2) Device according to claim (1) characterized in that the mechanical inertia and therefore the stiffness is made adjustable by the choice of the thickness of the top rail (3). 3) Dispositif selon l'une quelconque des revendications précédentes caractérisé en ce qu'il comporte dans la plaque de sol (1) des éléments de profilés formant canaux pour le passage des eaux de ruissellement. 3) Device according to any one of the preceding claims, characterized in that it comprises in the ground plate (1) profile elements forming channels for the passage of runoff water. 4) Dispositif selon l'une quelconque des revendicatins précédentes, caractérisé en ce que la plaque de sol (1) est réalisée en métal ajouré et en ce que la coque est lestée par du béton, lui conférant ainsi une raideur élevée et une bonne adhérence au sol pour une bonne efficacité pour retenir les poids-lourds. 4) Device according to any one of the preceding claims, characterized in that the floor plate (1) is made of perforated metal and in that the shell is ballasted with concrete, thus giving it a high stiffness and good adhesion on the ground for good efficiency in retaining heavy goods vehicles.
FR9600814A 1996-01-19 1996-01-19 ROAD SAFETY SLIDE WITH ADJUSTABLE INERTIA FOR ALL VEHICLES Expired - Fee Related FR2743825B1 (en)

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FR9600814A FR2743825B1 (en) 1996-01-19 1996-01-19 ROAD SAFETY SLIDE WITH ADJUSTABLE INERTIA FOR ALL VEHICLES

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FR9600814A FR2743825B1 (en) 1996-01-19 1996-01-19 ROAD SAFETY SLIDE WITH ADJUSTABLE INERTIA FOR ALL VEHICLES

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FR2743825B1 FR2743825B1 (en) 1999-05-28

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5836714A (en) * 1994-07-20 1998-11-17 Off The Wall Production, Inc. Control barrier systems
US5993103A (en) * 1994-07-20 1999-11-30 Off The Wall Products Llc Control barrier with support legs
US6086285A (en) * 1994-07-20 2000-07-11 Off The Wall Products, Llc Interlocking control barrier systems
US6676113B2 (en) 1997-04-22 2004-01-13 Off The Wall Products, Llc Control barrier with rotatable legs
EP1384822A1 (en) * 2002-07-22 2004-01-28 Deceuninck NV Bordering construction
EP1811105A3 (en) * 2006-01-20 2009-05-06 Stephan Lüger Partition wall for bulk material
EP3737797A4 (en) * 2018-01-10 2021-03-10 Saferoads Pty Ltd A barrier

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB821894A (en) * 1956-05-14 1959-10-14 Henry Such Smith Roadway guard rail barrier
US5054954A (en) * 1989-03-16 1991-10-08 International Barrier Corporation Roadway barrier
DE4329547C1 (en) * 1993-09-02 1994-09-22 Spig Schutzplanken Prod Gmbh Steel crash-barrier train

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB821894A (en) * 1956-05-14 1959-10-14 Henry Such Smith Roadway guard rail barrier
US5054954A (en) * 1989-03-16 1991-10-08 International Barrier Corporation Roadway barrier
DE4329547C1 (en) * 1993-09-02 1994-09-22 Spig Schutzplanken Prod Gmbh Steel crash-barrier train

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5836714A (en) * 1994-07-20 1998-11-17 Off The Wall Production, Inc. Control barrier systems
US5993103A (en) * 1994-07-20 1999-11-30 Off The Wall Products Llc Control barrier with support legs
US6086285A (en) * 1994-07-20 2000-07-11 Off The Wall Products, Llc Interlocking control barrier systems
US6676113B2 (en) 1997-04-22 2004-01-13 Off The Wall Products, Llc Control barrier with rotatable legs
EP1384822A1 (en) * 2002-07-22 2004-01-28 Deceuninck NV Bordering construction
BE1015050A3 (en) * 2002-07-22 2004-09-07 Deceuninck Nv Bounding CONSTRUCTION.
EP1811105A3 (en) * 2006-01-20 2009-05-06 Stephan Lüger Partition wall for bulk material
EP3737797A4 (en) * 2018-01-10 2021-03-10 Saferoads Pty Ltd A barrier
US11933004B2 (en) 2018-01-10 2024-03-19 Saferoads Pty Ltd. Barrier

Also Published As

Publication number Publication date
FR2743825B1 (en) 1999-05-28

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