EP1380696A1 - Modulare Ablenkeinrichtung und Verfahren zu dessen Errichtung - Google Patents

Modulare Ablenkeinrichtung und Verfahren zu dessen Errichtung Download PDF

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Publication number
EP1380696A1
EP1380696A1 EP03291722A EP03291722A EP1380696A1 EP 1380696 A1 EP1380696 A1 EP 1380696A1 EP 03291722 A EP03291722 A EP 03291722A EP 03291722 A EP03291722 A EP 03291722A EP 1380696 A1 EP1380696 A1 EP 1380696A1
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EP
European Patent Office
Prior art keywords
elements
elongated
connection means
male
female
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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.)
Granted
Application number
EP03291722A
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English (en)
French (fr)
Other versions
EP1380696B1 (de
Inventor
Gabriel Bruyere
Pierre-Marie Garel
Didier Peyrard
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.)
Colas SA
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Colas SA
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Filing date
Publication date
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Publication of EP1380696A1 publication Critical patent/EP1380696A1/de
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Publication of EP1380696B1 publication Critical patent/EP1380696B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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 invention relates to a modular restraint for roadways and a method of installing such a device.
  • Restraints are safety devices roads arranged along vehicle traffic lanes and intended to prevent a vehicle from passing beyond this border. These devices can be placed at the edge of a road or between two channels as channel separators. Their ability to restraint is defined by standards such as Standards European EN 1317.1 and EN 1317.2 describing TB42 tests and TB11 whose level H1 corresponds to level BT4 of the Standard French XP P98453. These tests test the impact of a vehicle heavy (TB42) of 10,000 kg at 70 km / h at an angle of 15 ° and a light vehicle (TB11) weighing 900 kg at 100 km / h at an angle of 20 °. In each case, the displacement of the device must be less than a predetermined limit for the standard to be met.
  • Existing modular restraints whether arranged at the edge of a road or between two lanes as channel separators, consist of modules with a profile general trapezoidal with wide lower base and upper apex narrow. These modules are connected to each other by means of bolting systems. While a bolt fixing is acceptable in the case of a restraint device mounted in fixed position or at least for a fairly long period, the use of such systems on short-term construction sites, that is to say for temporary markup, has proven to be disadvantageous due to the time of assembly and disassembly important occurring at each installation or at each change of place of these devices.
  • the invention therefore aims to provide a device for modular retainer allowing both rapid installation elements or modules composing it and establishing a sufficiently strong bond between these elements or modules so that the restraint can meet the requirements road safety regulations for the retention of a vehicle light and a heavy vehicle according to the standards indicated above, in the event of an accidental lateral exit.
  • a retaining device modular for roadways comprising a set elements elongated along a longitudinal axis and intended to be laid on a road and connected to each other at their ends, each of the elements having two end faces longitudinally spaced, one of the end faces being provided with a male connection means and the other of the end faces being provided with a female connection means, the connection means male and female being shaped to engage with each other others when installing elongated elements.
  • the male connection means and female are shaped for, in a first relative position of two elongated elements, allow the insertion of the element of male connection of one of these two elongated elements in the element female connection of the other of these two elongated elements and for, in a second relative position of two elongated elements, prevent the separation of these elongated elements.
  • the retaining devices according to the invention consist of modules or elements with a base wide enough to ensure a stable position when placed on a road. They may have various shapes and in particular various sections cross. Preferably, the modules or elements of the retaining devices according to the invention have a general section trapezoidal with wide lower base and narrow upper apex. However, elements having for example a general section rectangular are also conceivable without departing from the framework of the present invention.
  • the elements or modules According to their arrangement at the edge of a road or between two channels as channel separators, the elements or modules have one or two profiled side faces.
  • the first position relative between two elongated elements is essentially that where one of the two elements to be connected or, subsequently, to be separated is based on the road while the other elongated element is held in suspension close to the element installed, in order to be able to engage or, thereafter, to separate the connecting means from each other other.
  • the second relative position between two elements elongated is where the two elongated elements rest on the road, the connecting means then being engaged one in the other.
  • first relative position of two elongated elements according to the invention would be characterized exclusively by a vertical offset of one of these two elements with respect to the other.
  • any other orientation of the offset is also conceivable without departing from the scope of the present invention.
  • the first and second relative positions of two elongated elements according to the invention are not limited to the concept of a level shift between the two elongated elements, but also include applications where the longitudinal axes of these two elongated elements form an angle between them and those where the connecting means are shaped for an angular approximation of these two elongated elements during their installation.
  • the system according to the invention consists of elongated elements connected together by connecting means which, when engaged with each other the others form a connection having an axial clearance, so to be able to work each element separately.
  • the axial play has a value between 2 mm and 12 mm, advantageously between 3 mm and 9 mm, and is typically 7 mm.
  • the elements used in the context of the present invention are called "elongated elements" because of their length significantly higher than that of short elements, concrete or plastic, used for a long time to form temporary track separators on construction sites.
  • the elongated elements used in the context of the present invention have a length of the order of 6 m, a height of the order of 80 cm and a width at the base of about 55 cm. Their weight is around 600 kg. It is planned to manufacture these elongated elements steel, but hollow plastic parts, filled or fillable with heavy material, are also conceivable.
  • the elongated elements according to the invention have two important characteristics for their effectiveness, one being the elasticity of the material in which they are made and the other being their grip on the road.
  • the material it must be rigid enough to allow elongated elements to withstand, in an accident, both the impact of a vehicle and the opening of the connections between the elements of the device. Same time, the material should not be too rigid either, so avoid returning an accident vehicle to the track.
  • the elongated elements are provided with a zone deformation located in their lower part.
  • the elements of the restraint according to the invention are provided with connecting means which cannot engage with each other as long as two elements successive elongated are in a first relative position, which is in general that of an element posed compared to an element to to pose.
  • the means of connecting the device according to the invention can only engage with each other the time that the corresponding ends of two elements successive elongated, in general therefore of a posed element and a element to be placed, are located on different levels predetermined. We then use the movement of one of these elements towards each other, already laid, to engage, without intervention of a person staying on track, the means of bond into each other.
  • the material must be sufficiently elastic to be able to absorb energy at least partially kinetics developed during an accident, in particular to prevent this energy is fully supported by the connecting means.
  • each elongated element is made of a very heavy material and therefore has significant adhesion by himself.
  • each of the elongated elements is provided, on the face by which it rests on the ground, increasing means grip, such as non-slip pads, made for example made of an elastomeric material such as synthetic rubber.
  • Each of the pads is integral with the elongated element.
  • at least the bearing face of the pads, by which they are in contact with the road is substantially flat. According to an alternative embodiment, these pads are also fitted with crampons.
  • the skids can be positioned about a quarter the length of the elongated member, measured from one and the other of the two ends of the element, or to one of its ends and middle of the elongated member.
  • their arrangement must be adapted in order to to obtain a homogeneous distribution over the entire length of the retainer formed by the elongated elements assembled.
  • the restraint device according to the invention meets the requirements of European and French standards indicated more high and reaches at least the French restraint level BT4 and the corresponding European level H1.
  • the design proposed by the invention differs from previous embodiments, in particular integral blocks obtained for example by bolting, by the introduction of an axial clearance (according to the orientation of the means of connection) or longitudinal (according to the length direction of the elongated elements) in the connection between the different elements elongate. So each elongated element can work first individually before training the next element in the performance of its function as a restraint.
  • the female connection means is produced under the form of one or more openings made in one of the two end faces of each of the elongated members and the male connection means consists of one or more elements hooking formed or mounted on the other end face of each of the elongated elements.
  • the precise shapes of the openings and hooking elements don't matter how long they are chosen so that these connecting means can engage the into each other, or separate from each other, only as long as the affected elongated elements are in the first relative position and that the elongated elements concerned are prevented from parting while they are in the second relative position.
  • the most common embodiment will be one where the aperture and the hooking element are formed so that the element hook mounted on an end face of an elongated element to be installed can be engaged in the opening made in a end face of an elongated element already installed.
  • the opening will then wider at the top than at the bottom so that the hooking element can be engaged in the opening when the element to be installed is in the first position relative to the element already posed, i.e. suspended, but cannot exit when the two elongated elements are in the second position relative, that is to say both posed.
  • the opening should be engaged on the attachment element.
  • the opening will be wider at the bottom than at the top.
  • the recommended number of openings is three of which one is arranged at a level upper and two are arranged at a lower level.
  • the number of hooking elements must obviously correspond to that of the openings.
  • the openings and the hooking elements correspondents must have a shape and dimensions such that to make a connection between two elongated elements successive, it is necessary to approach an elongated element by a crane to a element already installed and engage the attachment elements of one in the openings of the other before installing the elongated element on the road.
  • the separation of two elongated elements considered is done in reverse order: a given elongated element is lifted by a crane at least at the end where the separation must be performed and is moved away from the next item remaining in place for remove the fastening elements from one of the openings of the other elongated element.
  • Figures 1 and 2 show perspective views of an element elongated according to the invention respectively by one and by the other of its two ends.
  • Figure 3 shows the elongated member of Figure 2 in a view of above.
  • Figure 4 shows the elongated element of Figure 1 by its face end.
  • Figure 5 shows the end face of Figure 4 in a view of side.
  • Figure 6 shows the elongated element of Figure 2 by its face end.
  • Figure 7 shows the end face of Figure 6 in a view of side.
  • Figure 8 shows a fastening element in an axial section.
  • Figure 9 shows an inner profile of the elongated element according the invention, in a front view.
  • Figure 10 shows the inner section of Figure 9 in a view of side
  • Figure 11 shows a modular restraint according to the invention.
  • the modular restraint device includes a set of elements elongated along an axis longitudinal and intended to be installed on a road.
  • an elongated element already installed is referenced 1 and an elongated element to be installed, otherwise identical to element 1, is referenced 1A.
  • the elongated elements 1 and 1A are connected to each other at their ends 2, 3 by means of a female connection means 4 with which the first end is provided 2 and by means of a male connection means 5 which is provided with second end 3.
  • the female connection means 4 and the means of male link 5 are formed so as to engage with each other others by the movements inherent in the installation of the elements elongated 1 and 1A, as will be explained below.
  • the female connection means 4 consists of three openings elongated 4.1, 4.2, 4.3 made in one face 131 of the end 2 of the elongated element 1. Each of these openings has a circular upper part and lower part, in extension of the upper part downwards, the width of which is less than the diameter of the top.
  • the connecting means female 4 may also include, for example, openings triangular with each triangle positioned so that a of its angles is facing down and the opposite side of the triangle extends horizontally, or through openings having a rectangular part of a first width which is extended by a rectangular part of a second width less than the first.
  • the male connection means 5, shown in Figures 2 and 6 to 8, is constituted by three cylindrical elements 5.1, 5.2 and 5.3, mounted on an end face 111 of the end 3 of the element elongated 1.
  • Each of these cylindrical elements 5.1, 5.2, 5.3 comprises a body in two parts, namely a base 51 having a diameter D1 and an intermediate part 52 having a diameter D2, smaller than D1, as well as a tapered head 53 having a large diameter D3 and a small diameter D4.
  • the large diameter D3 corresponds to diameter D1.
  • the parts of the cylindrical elements constituting the means of male connection 5 have cross sections, relative to their axis longitudinal, following: the head 53 has a first section characterized by the diameter D3 and being able to pass through the part upper opening; the intermediate part 52 has a second section characterized by the diameter D2 and capable of engage in the lower part of the opening; and the base 51 a a third section characterized by the diameter D1 which is more larger than the diameter D2, but which has nothing to do with the diameter D3 whereas, in the embodiment shown, it is equal to the diameter D3.
  • the head 53 whose shape, here frustoconical, has no other function that facilitate the engagement of the connecting element 5 in the opening 4 and which forms the free end of the elements 5.1, 5.2, 5.3, is thus axially spaced from the base 51 by the part intermediate 52.
  • the head 53 is separated from the base 51 by an annular groove 54 surrounding the part intermediate 52.
  • the axial length L2 of the groove 54, or of the intermediate part 52, is determined so that when the male connection means is engaged in the connection means female, an axial clearance between the two elongated elements thus connected remains.
  • the axial length and the diameters of the elements cylindrical 5.1, 5.2, 5.3 are determined with respect to dimensions of the openings 4.1, 4.2, 4.3 and depending on the characteristics of the material, in particular its thickness, chosen for their achievement. As an example, the following dimensions are given: D1 and D3 about 80 mm, D2 about 40 mm, D4 approximately 20 mm and total length L1 of a cylindrical element 5.1, 5.2 or 5.3 approximately 95 mm.
  • the length L2 of the intermediate part 52 is 25 mm for a thickness of 8 mm of the material in which are formed the openings 4.1, 4.2, 4.3 and for axial play 7 mm.
  • the dimensions of the openings 4.1, 4.2 and 4.3 are slightly larger than the corresponding head diameters 53 and of the intermediate part 52 of elements 5.1, 5.2 and 5.3.
  • the diameter of the upper part of the openings is 90 mm for the diameter D3 (80 mm) of the head 53 and the width of the lower part of the openings 4.1, 4.2 and 4.3 is 44 mm for the diameter D2 (40 mm) of the intermediate part 52.
  • an elongated element 1A When mounting the modular restraint according to the invention, an elongated element 1A is transported, by means of a mobile crane or semi-crane, equipped with a hydraulic grab, towards an elongated element 1 already in place and we approach the element elongated 1A, by its end provided with the male connection means 5, to the elongated element 1 already installed and having the end 2 provided the female connection means 4, while keeping the first element elongated 1A in the first position relative to the element elongated 1, that is to say suspended until the elements 5.1, 5.2 and 5.3 are engaged in openings 4.1, 4.2 and 4.3. Then put the elongated element 1A in the second position relative to the elongated element 1.
  • the heads of elements 5.1, 5.2 and 5.3 engage in the respective lower part of each of the openings 4.1, 4.2 and 4.3.
  • the heads of elements 5.1, 5.2 and 5.3 engage in the respective lower part of each of the openings 4.1, 4.2 and 4.3.
  • This linking principle allows, on the one hand, an installation by mobile cranes or semi-cranes without staff at ground, which greatly improves the safety of personnel site in all phases of handling the elements of the modular restraint.
  • the pose can be done with a working speed of the order of 200 linear meters per hour and by semi-crane.
  • the embodiment shown in Figures 1 to 9 is that of an assembly of two steel slides 6, 7 forming two profiled lateral elongated faces and two end connectors 11, 13 comprising the two faces 111 and 131 respectively, assembled so as to form a prismatic element.
  • Each of the slides 6, 7 is constituted by two sections standardized referenced respectively 6.1, 6.2 for slide 6 and 7.1, 7.2 for the slide 7.
  • the use of standard slides ensures rapid repair if necessary.
  • the slides are connected at their ends by the two end connectors 11, 13. Between these two ends, the slides 6 and 7 are connected to each other by means of three intermediate connectors 12.
  • the profiles forming the slides 6 and 7 are made of a steel whose alloy is determined so that, in the event of an accident, these profiles, and especially the lower sections 6.2, 7.2, can absorb the kinetic energy transmitted to the slides, partly in deformation zones formed essentially between the end connectors 11, 13 and intermediate 12. A part remaining of this energy is absorbed by the limited displacement elongated elements. This admitted deformation, the displacement allowed and the resistance to the opening of the connections between the elements elongated form a set of features of the device retainers adapted to each other so that the device can meet the requirements of the indicated safety standards upper.
  • the retaining device according to the invention is completed on each of its side faces, with a smooth metallic 18, 19 which, for better visibility, is painted in yellow.
  • the device can also be equipped with elements reflective for better visibility at night.
  • the two end connectors 11 and 13 and the three intermediate connectors 12. are formed by profiles in sheet steel formed so as to present on the one hand a face approximately triangular, disregarding the part upper truncated, as shown in FIGS. 4, 6 and 9, and on the other hand, the respective side parts shown on the Figures 5, 6, 7 and 10, which are provided with mounting openings 15.1, 15.2 and 15.3 and 17 for fixing the rails.
  • the elongated elements are provided with means 9 increasing the grip of the elongate member 1 on the road.
  • These means 9 consist of non-slip pads 9 of which two are arranged on the underside of one of the two connectors end 11, 13 ( Figure 6 shows them under the connector 11) and the other two pads of which are fixed under the intermediate connector 12 closest to the connector end 13, as shown in Figure 3.
  • each of the pads 9 is produced in the form of a synthetic rubber block fixed on a plate metal by means of which the shoe is mounted under the element elongated 1.
  • the bearing face of each of the pads 9 has dimensions of the order of 125 mm x 125 mm. Other dimensions may be required depending on synthetic rubber selected.
  • the pads 9 are provided crampons, the length of which is chosen so that they protrude slightly the support face of the rubber block.
  • the elongated elements 1 of the retaining device according to the invention are designed so that mounting and shifting can be done on a single lane, thus avoiding the immobilization of a second track.
  • their weights and dimensions allow transport of a lot of at least twenty-four elongated elements, representing a minimum length of 144 m retainer, on a 22 t crane semi-trailer.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • Road Signs Or Road Markings (AREA)
  • Toys (AREA)
  • Tents Or Canopies (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Finger-Pressure Massage (AREA)
  • Surgical Instruments (AREA)
  • Massaging Devices (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
EP03291722A 2002-07-11 2003-07-10 Modulare Ablenkeinrichtung und Verfahren zu dessen Errichtung Expired - Lifetime EP1380696B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0208770 2002-07-11
FR0208770A FR2842224B1 (fr) 2002-07-11 2002-07-11 Dispositif de retenue modulaire et procede de pose d'un tel dispositif

Publications (2)

Publication Number Publication Date
EP1380696A1 true EP1380696A1 (de) 2004-01-14
EP1380696B1 EP1380696B1 (de) 2011-05-04

Family

ID=29725312

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03291722A Expired - Lifetime EP1380696B1 (de) 2002-07-11 2003-07-10 Modulare Ablenkeinrichtung und Verfahren zu dessen Errichtung

Country Status (8)

Country Link
US (1) US20040057791A1 (de)
EP (1) EP1380696B1 (de)
AT (1) ATE508228T1 (de)
CA (1) CA2434606A1 (de)
DE (1) DE60336963D1 (de)
ES (1) ES2364839T3 (de)
FR (1) FR2842224B1 (de)
PT (1) PT1380696E (de)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005085533A1 (en) * 2004-03-03 2005-09-15 Saferoads Pty Ltd Roadway barrier
WO2007059542A1 (de) * 2005-11-24 2007-05-31 Delta Bloc Europa Gmbh Betonleitwand-element
US8061926B2 (en) 2006-11-21 2011-11-22 Hill & Smith Limited Crash barrier beam
EP3029202A1 (de) 2014-12-02 2016-06-08 Aximum Modulare rückhaltevorrichtung aus metall für verkehrswege, modul und installationsverfahren
FR3086678A1 (fr) 2018-10-02 2020-04-03 Aximum Module hybride metal-beton separateur de voies de circulation et procede de realisation d'une barriere de separation

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2880366B1 (fr) * 2004-12-30 2010-03-12 Rafael Galiana Element separateur amortisseur pour la realisation de barrieres de delimitation ou de protection
CN102747701A (zh) * 2012-07-23 2012-10-24 宣伯民 下部设有贮水箱的道路交通隔离护栏
US9677233B2 (en) 2015-01-30 2017-06-13 Trinity Highway Products Llc Pedestrian barrier and barrier system
CN104988870A (zh) * 2015-06-15 2015-10-21 张芳 水泥隔离墩
USD885868S1 (en) * 2019-04-09 2020-06-02 Debra Lee Hilmerson Jersey barrier bracket

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0305624A1 (de) * 1987-09-01 1989-03-08 Bostra Traders Inc. Bausatz zur Begrenzungskennzeichnung
EP0471903A1 (de) * 1989-08-21 1992-02-26 John Malcolm White Begrenzungsschwelle mit Wasserballast
FR2783535A1 (fr) * 1998-09-18 2000-03-24 Georges Bukiatme Element de protection pour chantier et barriere de protection pour chantier correspondante
EP0997582A1 (de) * 1998-10-28 2000-05-03 François-Xavier Pozin Leitplanken mit integrierten Verbindungsmitteln
US6086285A (en) * 1994-07-20 2000-07-11 Off The Wall Products, Llc Interlocking control barrier systems

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3393432A (en) * 1965-11-12 1968-07-23 United Carr Inc Fastening devices
US3643924A (en) * 1970-09-24 1972-02-22 Fibco Inc Highway safety device
LU80813A1 (de) * 1979-01-23 1979-06-05 Arbed Leiteinrichtung zur sicherheit im strassenverkehr
US4321989A (en) * 1980-01-22 1982-03-30 Meinco Mfg. Co. Energy absorbing impact barrier
US4844652A (en) * 1988-06-06 1989-07-04 Schrougham Benton Self-aligning curbing modules
US5046884A (en) * 1989-01-17 1991-09-10 Marino Girotti Roadway traffic barriers
CH676013A5 (de) * 1989-03-31 1990-11-30 Wirtgen Ag
FR2649427B1 (fr) * 1989-07-06 1993-03-05 Masair Element de separateur de voies, destine a etre assemble a d'autres elements pour former un separateur de voies
FR2745596B1 (fr) * 1996-03-04 1998-05-07 Travaux Signalisation Et Secur Element de barriere de separation de voies routieres et dispositif de manutention de tels elements
IT1307663B1 (it) * 1999-02-03 2001-11-14 Snoline Spa Struttura perfezionata di terminale di barriera stradale di sicurezzaad assorbimento graduale dell'energia di impatto
US6413009B1 (en) * 2000-11-06 2002-07-02 Barrier Systems, Inc. Vehicular traffic barrier system
US6536986B1 (en) * 2001-09-24 2003-03-25 Barrier Systems, Inc. Energy absorption apparatus with collapsible modules
US6811144B2 (en) * 2001-09-24 2004-11-02 Owen S. Denman Apparatus with collapsible modules for absorbing energy from the impact of a vehicle

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0305624A1 (de) * 1987-09-01 1989-03-08 Bostra Traders Inc. Bausatz zur Begrenzungskennzeichnung
EP0471903A1 (de) * 1989-08-21 1992-02-26 John Malcolm White Begrenzungsschwelle mit Wasserballast
US6086285A (en) * 1994-07-20 2000-07-11 Off The Wall Products, Llc Interlocking control barrier systems
FR2783535A1 (fr) * 1998-09-18 2000-03-24 Georges Bukiatme Element de protection pour chantier et barriere de protection pour chantier correspondante
EP0997582A1 (de) * 1998-10-28 2000-05-03 François-Xavier Pozin Leitplanken mit integrierten Verbindungsmitteln

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005085533A1 (en) * 2004-03-03 2005-09-15 Saferoads Pty Ltd Roadway barrier
US8393822B2 (en) 2004-03-03 2013-03-12 Saferoads Pty Ltd Roadway barrier
WO2007059542A1 (de) * 2005-11-24 2007-05-31 Delta Bloc Europa Gmbh Betonleitwand-element
US8061926B2 (en) 2006-11-21 2011-11-22 Hill & Smith Limited Crash barrier beam
EP3029202A1 (de) 2014-12-02 2016-06-08 Aximum Modulare rückhaltevorrichtung aus metall für verkehrswege, modul und installationsverfahren
FR3086678A1 (fr) 2018-10-02 2020-04-03 Aximum Module hybride metal-beton separateur de voies de circulation et procede de realisation d'une barriere de separation
EP3633106A1 (de) 2018-10-02 2020-04-08 Aximum Metall-beton-hybrid-fahrspurtrennmodul, und herstellungsverfahren einer trennschranke

Also Published As

Publication number Publication date
US20040057791A1 (en) 2004-03-25
FR2842224B1 (fr) 2005-02-25
FR2842224A1 (fr) 2004-01-16
ATE508228T1 (de) 2011-05-15
PT1380696E (pt) 2011-07-06
EP1380696B1 (de) 2011-05-04
ES2364839T3 (es) 2011-09-15
CA2434606A1 (fr) 2004-01-11
DE60336963D1 (de) 2011-06-16

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