EP3633106B1 - Metall-beton-hybrid-fahrspurtrennmodul, und herstellungsverfahren einer trennschranke - Google Patents

Metall-beton-hybrid-fahrspurtrennmodul, und herstellungsverfahren einer trennschranke Download PDF

Info

Publication number
EP3633106B1
EP3633106B1 EP19200921.5A EP19200921A EP3633106B1 EP 3633106 B1 EP3633106 B1 EP 3633106B1 EP 19200921 A EP19200921 A EP 19200921A EP 3633106 B1 EP3633106 B1 EP 3633106B1
Authority
EP
European Patent Office
Prior art keywords
module
modules
concrete
rails
face
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.)
Active
Application number
EP19200921.5A
Other languages
English (en)
French (fr)
Other versions
EP3633106A1 (de
Inventor
Martin BOURBON
Sébastien Dumenil
Xavier MALINOSKY
Pascal Ricard
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.)
Aximum SAS
Original Assignee
Aximum SAS
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 Aximum SAS filed Critical Aximum SAS
Publication of EP3633106A1 publication Critical patent/EP3633106A1/de
Application granted granted Critical
Publication of EP3633106B1 publication Critical patent/EP3633106B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety 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
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E01F15/08—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/088—Details of element connection
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety 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
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E01F15/08—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/081—Continuous 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
    • E01F15/085—Continuous 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

Definitions

  • the present invention relates generally to the field of road equipment and works. It relates more particularly to a hybrid metal-concrete traffic lane separator module intended to produce traffic lane separation barriers, and in particular temporary ones. A method of making a traffic lane separation barrier by connecting modules is also presented.
  • Modular dividers that are assembled to form a delimitation of traffic lanes must have sufficient capacity to restrain vehicles striking them. These capacities are generally recommended in standards.
  • Modular dividers are known from documents EP1380696 and EP3029202 . If they have certain advantages in terms of ease of handling compared to modules made of concrete blocks, they however have a relatively low inertia because of their relatively low weight. In addition, for the first document, the operations of securing the modules together can prove to be tedious due to the fact that it is necessary to aim correctly so that the pins come to be placed opposite the corresponding insertion holes at the ends of the modules.
  • the present invention is distinguished from it by the possibility of offset between the modules to follow a bend or a slope, thanks to the freedom of rotation of the pin screws ensuring the connection between the modules.
  • modules having a greater inertia in particular by increasing the weight, and greater ease of joining the modules together, even for modules of great unit length. It is also useful to be able to adjust the integral modules to the shape of the roadway on which they are installed, whether for a break in slope or for a bend and, this, without causing a detrimental reduction in the holding capacity. from the whole.
  • the present invention proposes a hybrid metal-concrete module for separating traffic lanes, the modules being intended to be placed on a traffic road in order to form a barrier delimiting the traffic lanes.
  • the module being a straight element with a main axis elongated longitudinally between two connecting ends intended to be connected to the connecting ends of two other adjacent modules to form an alignment of modules joined together, each module comprising downwards a base part, upwards a ridge part, interconnected by uprights extended between the base part and the ridge part, the module being substantially symmetrical with respect to a longitudinal vertical median plane, the base part being wider than the ridge portion, each connecting end having a perpendicular vertical metal end face e to the main axis of the module, the end face being intended to be placed opposite an end face of another adjacent module in the alignment of modules.
  • the connecting ends comprise on their end faces complementary means for securing the modules to each other, the complementary securing means comprising pins and elongated slots, a given pin fixed on a connecting end being intended to be passed and positioned.
  • each mushroom-shaped pin comprising a barrel terminated at its free end by a head that is wider than the shank, each pin projecting horizontally and parallel to the main axis of the module outwards from the end face to which it is attached, and each slot is lengthened vertically and passes through the thickness of the end face , at least a part of each slot having a width allowing the passage of the shank of the pin but not of the head of the pin in order to be able to retain in said part of the slot a pawn passed through the corresponding slot.
  • the spacing of the pin head from the end face to which it is fixed is adjustable in order to be able to adjust the clamping or the axial spacing and maximum angular tolerated between the link ends of two connected modules.
  • the invention therefore relates to a hybrid metal-concrete traffic lane separator module, the modules being intended to be placed on a traffic road to form a barrier delimiting the traffic lanes, the module being a straight element with a main axis. elongated longitudinally between two connecting ends intended to be connected to the connecting ends of two other adjacent modules to form an alignment of modules joined together, each module comprising a base part downwards, a ridge part upwards, connected between them by uprights extended between the base part and the ridge part, the module being substantially symmetrical with respect to a longitudinal vertical median plane, the base part being wider than the ridge part, each connecting end comprising a vertical metal end face perpendicular to the main axis of the module, the end face being intended to be placed in re guard of an end face of another adjacent module in the alignment of modules, the connecting ends comprising on their end faces complementary means for securing the modules together, and in which module, the ridge part is made of metal and has two longitudinal lateral sides made up of two parallel lateral slides
  • the invention also relates to a method of producing a traffic lane separation barrier by connecting modules, the modules comprising a metal frame and concrete, the modules being placed on a traffic roadway of a site, in which method modules according to the invention are used, either the metal frames are transported to the site and, once on site, concrete is poured in the base part of the modules, or the modules with their concrete in the base part, and to connect a new module to a module already installed on the ground, we bring the new module raised above the ground substantially in the axis of the module already installed on the ground so that their opposite end faces include securing means which are complementary to each other, and one engages between them the means of fastening of the type of pins and slots, the descent to the ground of the new module joining the two modules, and the spacings are adjusted. ents of the pin heads relative to the end face to which said pins are fixed in order to be able to adjust the clamping or the maximum axial and angular spacing tolerated between the connecting ends of the two modules.
  • the spacing of the head of the pin is adjusted differently for each of said two pins by relative to the end face to which it is fixed so that the connecting ends of the two connected modules are further apart on a lateral side relative to the other lateral side.
  • the connecting ends of the two connected modules can be force-tightened one against the other or, on the contrary, leave the possibility of a predefined play.
  • this principle of angular offset in the configuration of joining the modules can relate to an angulation in a horizontal plane if the roadway has for example a bend but also an angulation in a vertical plane if the road has a break in slope and, more generally , the invention allows angular offsets combining the vertical and the horizontal in order to be able to adapt to all forms of pavement.
  • the hybrid metal-concrete separator module of the invention comprises a metal framework made up of metal parts welded together and the lower part of which, called the base part, forms a permanent formwork in which concrete has been poured, or can be poured. . Concrete significantly increases the weight of the module. Concrete also provides additional relative resistance against deformation of the metal in the event of an impact. However, in the preferred embodiment, concrete is not chosen and / or implemented to have optimum impact resistance and, in particular, it is not reinforced or prestressed or loaded with fibers or the like. A standard concrete is preferably used, the main characteristic of which is that it is inexpensive.
  • the proposed module makes it possible to retain a light vehicle or a heavy vehicle with a relatively reduced deformation of the barrier made up of separator modules connected together, and this typically according to the T3W2, H1W4 standards. It also makes it possible to prevent the wheels and in particular the bolts for fixing the wheels of heavy vehicles from resting on the metal parts of the module, risking lifting the vehicle.
  • the hybrid module 1 has three main parts, upwards a ridge part 2, downwards a base part 3 and between the two of the uprights 4, 5 and 6 connecting the two.
  • the area between the ridge part and the base part is essentially empty with the exception of the uprights.
  • those at the two longitudinal ends of the module form the connecting ends 5, 6 of the module 1.
  • the module is straight and it is elongated longitudinally, that is to say in the direction of the length forming its main axis. .
  • the module is substantially symmetrical with respect to a longitudinal vertical median plane and presents, when viewed transversely, a template of truncated pyramidal shape, with a broad base towards the bottom.
  • module 1 between the ridge part and the base part is essentially empty except for the uprights.
  • Each link end 5, 6 of the module 1 has a vertical metal end face 50, 60 perpendicular to the main axis of the module. Each end face is intended to be placed opposite a complementary end face of another adjacent module in an alignment of modules.
  • the connecting ends 5, 6 comprise on their end faces 50, 60 complementary means for securing the modules together.
  • These additional securing means are in this example screw type pins 9 and slots 19.
  • the screws 9 have maneuverable screw heads and threaded shanks and can be screwed and unscrewed on the connecting end 5, 6 the bearing, which makes it possible to adjust the spacing of the head of the pin, the head of the screw 9 in this case, relative to the end face to which it is fixed.
  • the shanks of the screws 9 can be passed through the slots 19 in correspondence with the screws 9. This results in an interlocking fastening, of the button type.
  • the ridge portion 2 consists of two continuous horizontal parallel side slides 20 separated and held together by transverse horizontal spacers 21.
  • the two lateral slides 20 are also fixed to the upper ends of the uprights 4, 5 and 6.
  • the slides 20 are extended longitudinally between the two connecting ends 5, 6 of the module 1.
  • Each slide forms a side wall of the ridge part which is vertical.
  • the slides 20, spacers 21, uprights 4, 5, 6 are metallic and welded together.
  • the base part 3 has two longitudinal lateral sides each consisting of two parallel metal side rails, horizontal and superimposed vertically.
  • the rails 30 are metallic and are welded to the lower ends of the uprights 4, 5, 6.
  • the two rails 30 on each lateral side can be welded together.
  • the two rails 30 on each lateral side form a side wall of the base part which is vertical.
  • the side rails 30 are extended longitudinally between the two connecting ends 5, 6 of the module 1.
  • a bottom element 31 in particular visible on the figures 2 , 5A and 5C , closes down the base part 3 and is extended transversely between the side rails 30 of the two lateral sides of the base part 3.
  • This bottom element 31 in one piece or resulting from an assembly of several plates is extended longitudinally between the two connecting ends 5, 6 of the module 1.
  • the bottom element 31 in the case where it is metallic, is welded to the rails 30.
  • the bottom element can be removable and is removed once the concrete solidified.
  • the bottom element can be made of wood.
  • the slides 20 and the rails 30 are standard U-shaped metal sections and those of the U-shaped legs 70 with returns, in particular of the type serving as a stake / support for stringers at the edge of the whole. It can be the same for the spacers 21 of the ridge part 2.
  • the spacers 21 of the ridge part 2 and the upper parts of the connecting ends 5, 6 of the module 1 are cut sheets. , shaped if necessary and assembled by welding and the same for the connecting ends 5, 6.
  • the slides 20 and the rails 30 are standard U100 profiles.
  • the metal parts have suitable thicknesses with for example 10 mm for the connecting ends, 5 mm for the spacers, between 4 and 5 mm for the rails and slides
  • the entire framework of the module made up of welded metal parts, is hot-dip galvanized.
  • the module 1 shown has three uprights 4 intermediate between the two link ends 5 and 6.
  • the module 1 shown has four spacers 21 in the ridge portion, each substantially equidistant from the two adjacent uprights 4, 5 or 6.
  • the rails 30, the bottom element 31 and the connecting ends 5, 6 form a lost formwork in which a concrete 8 is poured as can best be seen in fig 2 or figures 5A and 5C .
  • the module 1 therefore comprises a mass of concrete 8 longitudinal median.
  • the concrete is preferably continuous between the two ends, the uprights being drilled at the height of the base part so that the concrete communicates on both sides of the uprights.
  • the concrete is compartmentalized.
  • the module has a total mass of approximately 1155 kg for a module of 6 m useful length (approximately 6.15 m overall), 0.3 m wide at the level of the base part and 0.71 m high.
  • the width of the module at the ridge part is 0.26 m.
  • the assembled metal parts forming the framework of the module have, before concrete pouring, an approximate weight of 390 Kg and the concrete alone, after drying, an approximate weight of 765 Kg.
  • the volume of concrete is approximately 0.310 m 3 per module.
  • the width of the ridge part is suitable for handling the block with existing standard grippers for unloading and loading on a semi-trailer.
  • the modules have a unit length of 6 m but in variants, provision is made for modules with a length of 2 m, 4 m and 12 m for specific uses.
  • spacers can be fixed transversely between the rails 30 of the two lateral sides of the base part 3 and taken in the concrete.
  • the housing 11 can internally include any document and / or device, mechanical or electronic, useful and, for example an RFID identifier or equivalent, a mechanical or electronic shock detector.
  • the shock detector can be able to generate electricity during the shock and that this electricity can supply the device temporarily to allow certain operations, including recording the shock in a memory, in particular FLASH®.
  • the box 11 comprises an electric battery or, optionally, a rechargeable battery if an external electric power source such as for example a photovoltaic panel, is available.
  • the term box is generic and that this can equally well correspond to an encapsulation by resin or the like of the device, as to a box inside which the device is placed.
  • the module 1 rests on the roadway by means of feet 7 comprising U-shaped sections with returns 10 fixed longitudinally to the underside of the base part 3 and a plate on which a layer of an elastomer 71 is fixed.
  • An elastomeric interface is therefore present between the module 1 and the roadway, which ensures satisfactory grip capacity.
  • piles to be inserted through the module and driven / forced or screwed into the roadway to positively anchor the module to the ground.
  • connection ends 5, 6 of module 1 with the figures 3, 4 and 8 .
  • the connecting ends 5, 6 have a general profile substantially H in horizontal section with two vertical transverse walls parallel to each other and medially connected to each other by a vertical median axial wall, one of the two transverse walls corresponding to the end face of the module 1.
  • one of the two transverse walls corresponds to the end face 50, the other to the internal wall 52, the two being connected by the axial wall.
  • median 51 On the side of the connecting end referenced 6 in the figures, one of the two transverse walls corresponds to the end face 60, the other to the internal wall 62, the two being connected by the median axial wall 61.
  • the complementary screw-type securing means 9 and the slots 19 are distributed between the two connecting ends 5, 6 to be complementary between the modules and to provide retaining forces against the separation of the modules with a certain symmetry.
  • two slots 19 are arranged on the end face 50 downwards, at the level of the base part 3, and a screw upwards, at the level of the ridge part 2.
  • the screw protrudes from the end face 50 and can be screwed in, which brings the head of the screw closer to the end face 50, or unscrewed, which keeps it away.
  • the screw is placed on the vertical median plane of the module.
  • a slot 19 is arranged on the end face 60 upwards, at the level of the ridge part 2 and two screws downwards, at the level of the part. 3.
  • the screws protrude from the end face 60 and can be screwed in, which brings the screw heads closer to the end face 60, or unscrewed, which pushes them apart.
  • the two screws are placed on the same level and symmetrically with respect to the vertical median plane of the module.
  • the slots 19 have a uniform width over their height and which allows the passage of the threaded shank of the screws 9 but not of their heads.
  • the slots open onto the top or bottom edge, as the case may be, of the corresponding end face.
  • the screws are of the M42 type and a washer is welded to the head of the screw.
  • a nut 18 is welded to the end face 50, inner side of the connecting end 5, by means of a support washer as visible figure 8 for the ridge part 2.
  • the same principle is used for the two screws of the base part 3, the nuts with welded support washers being this time welded to the end face 50 on the inside of the connecting end 6.
  • a free space is left on the side inside the uprights forming the connecting ends 5 and 6.
  • this space is further completed by a cutout of the internal wall 62 of the connecting end 6.
  • the free space is behind the plate 53 and, preferably, this plate 53 is removable to improve access to the screw head.
  • the removable plate 53 can be clipped and unclipped.
  • a ratchet key is preferably used which has the advantage of not requiring a large angular movement and can remain engaged on the head of the screw during screwing and unscrewing.
  • the figure 9 allows you to visualize more precisely the way in which a module can be constructed. It should be noted immediately that on the exploded view of the figure 9 , the concrete 8 which is represented therein is schematically / symbolically because it is well understood that it does not appear in reality as a homogeneous bar given that it crosses and is taken in the uprights 4. It is in fact recalled that this concrete is poured into the lower part of the metal frame. It can be noted that the two metal feet 7 are fixed on two of the uprights 4.
  • the intermediate uprights 4 and ends 5 and 6 are made, then welded therein, by at the top, two side rails 20 and the spacers 21 between the rails 20, and at the bottom, two side rails 30 on each lateral side.
  • the bottom element has not been shown because it is used temporarily during the pouring and setting of the concrete 8 to close down the lost formwork of the lower part and it is then reused for pouring concrete into another frame and so on.
  • the bottom element is left in place definitively in the module, this bottom element possibly being metallic or wooden.
  • a semi-trailer with a platform of about 13.6 m and a useful loading height on the platform of 2.65 m can be used. Under these conditions we can load 20 blocks with concrete or 120 linear m of barrier as shown. figure 6 in rear view of the load with the stack of modules. The bottom row of five modules is aligned along the length of the top and the top layers are installed at an angle for better stability, four modules for the middle row and one for the top of the stack. The The limit on the number of modules transported is here imposed by the unit weight of each module with concrete with regard to the capacities of the semi-trailer, in this example a 44 T truck.
  • the concrete is poured with a router on arrival at the depot or even on the site once the barrier is installed.
  • forty-two frames can be transported, ie 252 linear m of barrier. This possibility is shown in the figure 7 .
  • the frames can be loaded and unloaded with a simple “Manitou®” due to the relatively low weight of each frame unlike the module with concrete.
  • the modules and frames are stacking / stackable at several heights thanks to the base part forming a flat base and to the robustness and stability of the product.
  • This stability is obtained although the module has a relatively narrow base, which is an advantage in work areas where the available space can be relatively small, such as in an urban environment.
  • the module and the framework composing it can be used in many other ways.
  • the metal parts constituting it, in particular the slides and rails may have dimensions and / or shapes different from those of the example shown.
  • Various accessories can be combined such as optical deflectors, lighting, masking or anti-glare screens. It is also possible to provide a jumper plate for cladding / integral blackout screen, delineators with reflectors, connection covers on DBA, GBA and DBAT. More generally, openings are originally provided on the metal parts of the framework of the module and which can be used to fix accessories thereto.
  • a connection kit can be installed on a Walt temporary shock attenuator, a special anti-tilt and line interruption casing, a connection kit on the site gate / service access, one end lowered. If the modules are particularly useful for the realization of temporary barriers, simply placed on the roadway, it is possible to provide for long-term anchoring and / or installation, or even definitive installation. It is thus possible to provide a module allowing the installation of anchoring piles in particular for the treatment of the end modules of the barrier in final installation.

Landscapes

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

Claims (9)

  1. Metall-Beton-Hybrid-Fahrspurtrennmodul (1), das dazu bestimmt ist, auf einer Fahrbahn aufgestellt zu werden,
    wobei das Modul (1) ein gerades Element mit einer Hauptachse ist, die sich zwischen zwei Verbindungsenden (5, 6) längs erstreckt, die dazu bestimmt sind, mit den Verbindungsenden (5, 6) zweier anderer angrenzender Module, die dazu bestimmt sind, auf der Fahrbahn aufgestellt zu werden, verbunden zu werden, um eine Kette von miteinander fest verbundenen Modulen und eine Abgrenzungssperre der Fahrspuren zu bilden,
    wobei jedes Modul (1) nach unten hin einen Basisteil (3), nach oben hin einen Firstteil (2) aufweist, die durch sich zwischen dem Basisteil (3) und dem Firstteil (2) erstreckende Stützen (4, 5, 6) miteinander verbunden sind, wobei das Modul (1) in Bezug auf eine längs gerichtete senkrechte Mittelebene im Wesentlichen symmetrisch ist, wobei der Basisteil (3) breiter als der Firstteil (2) ist, wobei jedes Verbindungsende (5, 6) eine metallene senkrechte, zur Hauptachse des Moduls (1) senkrechte Endseite (50, 60) aufweist, wobei die Endseite (50, 60) dazu bestimmt ist, gegenüber einer Endseite (60, 50) eines anderen in der Modulkette angrenzenden Moduls aufgestellt zu werden, wobei die Verbindungsenden (5, 6) an ihren Endseiten (50, 60) komplementäre Mittel (9, 19) zum Verbinden der Module untereinander aufweisen, wobei die komplementären Verbindungsmittel (9, 19) Zapfen (9) und längliche Schlitze (19) aufweisen, wobei ein gegebener, an einem Verbindungsende (5, 6) befestigter Zapfen (9) dazu bestimmt ist, in einen entsprechenden Schlitz (19) des anderen Verbindungsendes (6, 5) eingeführt und in Stellung gebracht zu werden, um eine Trennung der Module (1) voneinander wenigstens entlang der Hauptachse zu verhindern, wobei jeder Zapfen (9) in Form eines Pilzes einen Stiel aufweist, der an seinem freien Ende mit einem Kopf abschließt, der breiter als der Stiel ist, wobei sich jeder Zapfen (9) horizontal und parallel zur Hauptachse des Moduls nach außerhalb der Endseite, an der er befestigt ist, erstreckt, und sich jeder Schlitz (19) senkrecht erstreckt und die Dicke der Endseite (50, 60) durchquert, wobei wenigstens ein Teil jedes Schlitzes (19) eine Breite aufweist, die ein Einführen des Stiels des Zapfens (9), aber nicht des Kopfs des Zapfens (9) ermöglicht, um in dem besagten Teil des Schlitzes (19) einen in den entsprechenden Schlitz (19) eingeführten Zapfen (9) zurückhalten zu können, wobei der Zapfen (9) eine Schraube aufweist, die mit einem gegenüber dem Gewindeteil der Schraube verbreiterten Betätigungskopf versehen ist, und die Schraube in einer Mutter (18) befestigt ist, die wenigstens drehfest am Verbindungsende (5, 6) befestigt ist,
    dadurch gekennzeichnet, daß die Schraube in der Mutter (18) zum Einschrauben und Abschrauben frei drehbar angebracht ist, damit der Abstand des Kopfes des Zapfens (9) von der Endseite (50, 60), an der er befestigt ist, einstellbar ist, um das Festspannen oder den zugelassenen maximalen axialen und winkelmäßigen Abstand zwischen den Verbindungsenden (5, 6) zweier verbundener Module (1) regeln zu können, und daß
    * der Firstteil (2) aus Metall ist und zwei längs verlaufende seitliche Seiten aufweist, die durch zwei seitliche, parallele, horizontale, durchgehende, getrennte Gleitschienen (20) gebildet sind, die durch horizontale quer verlaufende, das heißt zu den Gleitschienen (20) senkrechte Abstandsstücke (21) miteinander verbunden sind, wobei sich die Gleitschienen (20) längs zwischen den beiden Verbindungsenden (5, 6) des Moduls erstrecken, und
    * der Basisteil (3)
    - einen in der Mitte längs verlaufenden Betonblock (8),
    - zwei längs verlaufende seitliche Seiten, von denen jede aus wenigstens zwei horizontalen, senkrecht übereinander angeordneten, parallelen, metallenen, seitlichen Schienen (30) gebildet ist, wobei sich die seitlichen Schienen (30) längs zwischen den beiden Verbindungsenden (5, 6) des Moduls erstrecken, und
    - ein Bodenelement (31), das den Basisteil (3) nach unten hin abschließt und sich quer zwischen den seitlichen Schienen (30) der beiden seitlichen Seiten des Basisteils (3) erstreckt und das sich zwischen den beiden Verbindungsenden (5, 6) des Moduls (1) längs erstreckt,
    aufweist,
    wobei die wenigstens zwei Schienen (30) jeder seitlichen Seite des Basisteils (3) und das Bodenelement (31) eine verlorene Gußform für den Betonblock (8) bilden, und daß der Firstteil (2), die Stützen (4, 5, 6), die Gleitschienen (20) und die Metallschienen (30) miteinander verschweißt sind.
  2. Modul (1) gemäß Anspruch 1, dadurch gekennzeichnet, daß das Bodenelement (31) abnehmbar ist und dazu ausgelegt ist, nach dem Gießen und Festwerden des Betons abgenommen zu werden.
  3. Modul (1) gemäß Anspruch 1 oder Anspruch 2, dadurch gekennzeichnet, daß der Basisteil (3) auf jeder Seite zwei übereinander liegende Schienen (30) aufweist und daß die Gleitschienen (20) und die Schienen (30) U-Profile mit einem flachen Boden und zwei Flügeln sind, wobei die die Gleitschienen (20) und die Schienen (20) bildenden U-Profile identische Querabmessungen aufweisen.
  4. Modul (1) gemäß einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß die Schlitze (19) gleichmäßige Breiten aufweisen und jeweils am oberen und am unteren Rand der Endseiten (50, 60) der Verbindungsenden (5, 6) münden.
  5. Modul (1) gemäß Anspruch 4, dadurch gekennzeichnet, daß bei einem Modul (1) ein erstes Verbindungsende (6) nach unten hin, im Bereich des Basisteils (3), zwei Zapfen (9) vom Typ einer Schraube und nach oben hin, im Bereich des Firstteils (2), einen senkrechten Schlitz (19) mit gleichmäßiger Breite, der am oberen Rand des ersten Verbindungsendes (6) mündet, aufweist und das zweite Verbindungsende (5) nach unten hin, im Bereich des Basisteils (3), zwei senkrechte Schlitze (19) mit gleichmäßiger Breite, die am unteren Rand des zweiten Verbindungsendes (5) münden und nach oben hin, im Bereich des Firstteils (2), einen Zapfen (9) vom Typ einer Schraube aufweist.
  6. Modul (1) gemäß einem der vorangehenden Ansprüche, dadurch gekennzeichnet, daß jedes Verbindungsende (5, 6) ein metallener senkrechter Pfosten mit einem H-förmigen horizontalen Querschnitt mit zwei zueinander parallelen senkrechten und durch eine axiale Mittelwand (51) (61) mittig verbundenen Querwänden (50, 52) (60, 62) ist, wobei eine der beiden Querwände die Endseite (50) (60) bildet, und daß sich die Breite der Querwände (50, 52) (60, 62) von der Unterseite zur Oberseite des Moduls (1) hin verringert.
  7. Modul (1) gemäß einem der vorangehenden Ansprüche, dadurch gekennzeichnet, daß das Modul (1) mittels Gleitern (71) aus einem Elastomermaterial auf der Fahrbahn ruht.
  8. Modul (1) gemäß Anspruch 7, dadurch gekennzeichnet, daß die Gleiter (71) aus Elastomermaterial an der Unterseite des Moduls mittels metallener Füße (7) befestigt sind.
  9. Verfahren zur Herstellung einer Fahrspurtrennsperre durch Verbinden von Modulen (1), wobei die Module (1) ein Metallgerüst und Beton aufweisen, wobei die Module (1) auf einer Fahrbahn einer Örtlichkeit aufgestellt werden, dadurch gekennzeichnet, daß die Module (1) gemäß einem der vorangehenden Ansprüche sind und man zur Örtlichkeit entweder die Metallgerüste transportiert und dann vor Ort Beton in den Basisteil der Module gießt oder die Module (1) mit deren Beton (8) im Basisteil (3) transportiert, und daß man, um ein neues Modul mit einem bereits auf dem Boden installierten Modul zu verbinden, das neue Modul über dem Boden angehoben im Wesentlichen achsgleich zum bereits am Boden installierten Modul so antransportiert, daß deren einander gegenüber befindliche Endseiten (50, 60) Befestigungsmittel (9, 19) aufweisen, die zueinander komplementär sind, und daß man die Befestigungsmittel vom Typ Zapfen (9) und Schlitze (19) miteinander verbindet, wobei das Absenken des neuen Module auf den Boden die beiden Module miteinander verbindet, und daß man die Abstände der Köpfe der Zapfen (9) gegenüber der Endseite (50, 60), an der sie angebracht sind, um das enge Verbinden oder den maximal zulässigen axialen und winkelmäßigen Abstand zwischen den Verbindungsenden (5, 6) der beiden Module (1) einstellen zu können, einstellt.
EP19200921.5A 2018-10-02 2019-10-01 Metall-beton-hybrid-fahrspurtrennmodul, und herstellungsverfahren einer trennschranke Active EP3633106B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR1859142A FR3086678B1 (fr) 2018-10-02 2018-10-02 Module hybride metal-beton separateur de voies de circulation et procede de realisation d'une barriere de separation

Publications (2)

Publication Number Publication Date
EP3633106A1 EP3633106A1 (de) 2020-04-08
EP3633106B1 true EP3633106B1 (de) 2021-06-09

Family

ID=65244086

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19200921.5A Active EP3633106B1 (de) 2018-10-02 2019-10-01 Metall-beton-hybrid-fahrspurtrennmodul, und herstellungsverfahren einer trennschranke

Country Status (2)

Country Link
EP (1) EP3633106B1 (de)
FR (1) FR3086678B1 (de)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2788287B1 (fr) * 1998-10-28 2001-03-30 Francois Xavier Pozin Barrieres de securite a liaison integree
FR2842224B1 (fr) 2002-07-11 2005-02-25 Colas Sa Dispositif de retenue modulaire et procede de pose d'un tel dispositif
FR3029220B1 (fr) 2014-12-02 2018-05-11 Aximum Dispositif de retenue modulaire metallique pour des voies routieres, module et procede de pose

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
FR3086678A1 (fr) 2020-04-03
FR3086678B1 (fr) 2022-06-03
EP3633106A1 (de) 2020-04-08

Similar Documents

Publication Publication Date Title
EP0686219B1 (de) Selbsttragender zaun
FR2536436A1 (fr) Dalot d'ecoulement des eaux equipe d'un systeme d'ancrage perfectionne
FR2801328A1 (fr) Tablier de pont metallique et procede de construction d'un pont comportant un tel tablier
EP0340051A1 (de) Brückentafel für eine Brücke mit grosser Spannweite
FR2891567A1 (fr) Barriere
EP3633106B1 (de) Metall-beton-hybrid-fahrspurtrennmodul, und herstellungsverfahren einer trennschranke
FR2718473A1 (fr) Glissière de sécurité pour bordures de voies de circulation.
FR2958873A1 (fr) Moule de prefabrication transportable
EP3029202B1 (de) Modulare Rückhaltevorrichtung aus Metall für Verkehrswege, Modul und Installationsverfahren
FR2745839A1 (fr) Dispositif de fixation pour un montage de forme de plancher
EP1258565A1 (de) Vorgefertigtes Brückenlager
EP0093030B1 (de) Tiefraum, insbesondere ein Keller und Einrichtungsverfahren desselben
EP3581735B1 (de) Geländer und verfahren zur erstellung einer sicherheitsbalustrade
EP0004998A2 (de) Baustruktur
EP2700770B1 (de) Tragendes element für den boden eines parkhauses, dessen metallskeletttragwerk erweiterbar ist
EP1533423B1 (de) Verfahren zur Aufnahme von Stossenergie an Schutzleitplanken von Fahrbahnen und Schutzleitplanke dafür
EP2489809B1 (de) Verfahren zur Herstellung eines Strukturelements, und so hergestellte Elemente
FR2774106A1 (fr) Dispositif de protection routiere et procede de realisation d'un tel dispositif
EP2568098B1 (de) Vorgefertigerter Blockbaustein zur Herstellung von Treppenstufen, insbesondere für den Bau von Schwimmbädern
EP0826840A1 (de) Bauzelle
FR2956136A1 (fr) Plancher en beton arme a elements porteurs integres
EP1418283A1 (de) Modulare Trägerstruktur
FR3088348A1 (fr) Support d’un poteau de garde-corps pour un systeme de stabilisation d’un terrain
WO2004079131A1 (fr) Panneau pour la realisation d'ouvrages de genie civil, et notamment de piscines et procede construction utilisant de tels panneaux
FR3047503A1 (fr) Dispositif de fixation d'un garde-corps a un mur prefabrique et garde-corps associe

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION HAS BEEN PUBLISHED

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20200702

RBV Designated contracting states (corrected)

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

RIC1 Information provided on ipc code assigned before grant

Ipc: E01F 15/08 20060101AFI20200724BHEP

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20201006

GRAJ Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted

Free format text: ORIGINAL CODE: EPIDOSDIGR1

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

INTC Intention to grant announced (deleted)
GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20210401

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

Ref country code: AT

Ref legal event code: REF

Ref document number: 1400612

Country of ref document: AT

Kind code of ref document: T

Effective date: 20210615

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602019005231

Country of ref document: DE

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG9D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210909

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 1400612

Country of ref document: AT

Kind code of ref document: T

Effective date: 20210609

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20210609

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210909

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210910

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20211011

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602019005231

Country of ref document: DE

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

26N No opposition filed

Effective date: 20220310

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20211001

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230524

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20191001

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20230907

Year of fee payment: 5

Ref country code: CH

Payment date: 20231102

Year of fee payment: 5

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210609

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IE

Payment date: 20240912

Year of fee payment: 6

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20240910

Year of fee payment: 6

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 20240910

Year of fee payment: 6

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20240910

Year of fee payment: 6