EP1693519A1 - File de modules séparateurs pour limitation de voies de circulation - Google Patents

File de modules séparateurs pour limitation de voies de circulation Download PDF

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Publication number
EP1693519A1
EP1693519A1 EP05001119A EP05001119A EP1693519A1 EP 1693519 A1 EP1693519 A1 EP 1693519A1 EP 05001119 A EP05001119 A EP 05001119A EP 05001119 A EP05001119 A EP 05001119A EP 1693519 A1 EP1693519 A1 EP 1693519A1
Authority
EP
European Patent Office
Prior art keywords
base body
threshold
pin
support plates
guided
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.)
Granted
Application number
EP05001119A
Other languages
German (de)
English (en)
Other versions
EP1693519B1 (fr
Inventor
Karl-Heinz Schmitt
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.)
SPIG Schutzplanken Produktions GmbH and Co KG
Original Assignee
SPIG Schutzplanken Produktions GmbH and Co KG
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 SPIG Schutzplanken Produktions GmbH and Co KG filed Critical SPIG Schutzplanken Produktions GmbH and Co KG
Priority to PL05001119T priority Critical patent/PL1693519T3/pl
Priority to EP05001119A priority patent/EP1693519B1/fr
Priority to AT05001119T priority patent/ATE518991T1/de
Priority to ES05001119T priority patent/ES2370826T3/es
Priority to US11/048,115 priority patent/US7172362B2/en
Publication of EP1693519A1 publication Critical patent/EP1693519A1/fr
Application granted granted Critical
Publication of EP1693519B1 publication Critical patent/EP1693519B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E01F15/025—Combinations of at least two of the barrier member types covered by E01F15/04 - E01F15/08, e.g. rolled steel section or plastic strip backed up by cable, safety kerb topped by rail barrier
    • 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
    • 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

Definitions

  • the invention relates to a steel guardrail for limiting the roadway according to the features in the preamble of claim 1.
  • Leitschwellenstrang existing from releasably juxtaposed Leitschwellenstrang counts by EP 1 418 274 B1, EP 0 472 847 B1 or DE 38 27 030 C2 to the prior art. These are primarily intended for non-stationary use, for example in construction sites.
  • the known Leitschwellenstrlinde have proven very well in practice and are used on many roads in Europe.
  • the Leitschwellenstrlinde are very easy to assemble and disassemble and form a reliable track boundary with high retention capacity.
  • the invention is therefore based on the prior art, the task of improving a Leitschwellenstrang application technology to increase the retention and in particular to reduce a lateral displacement in an impact.
  • the Leitschwellenstrang invention is set from steel thresholds releasably against each other.
  • the guide sleepers each have a floor-mounted housing-like base body with roof-shaped inclined side Anfahrblechen on. At the lower longitudinal edges of the Anfahrbleche extending from the base body outwardly extending support plates are connected.
  • Above the base body of a Leitschwelle a guide rail is provided at a vertical distance. This is connected to the base body via vertical posts.
  • At the end of each base body and on each Leitholm connecting means for connection to adjacent base body and guide rails are provided.
  • the support plates of two successive barriers are detachably connected to each other by means of bottom connecting lugs.
  • Each connecting strap is in this case defined with a first end portion under the contact plate of a guide threshold and with its second end portion under the contact plate of the following second threshold.
  • a receiving opening is provided both in the first end section and in the second end section of a connecting link.
  • the pin body By the pin body an additional stiffening, in particular a stiffening against lateral displacement of the Leitschwellenstrangs is achieved in the connecting region between two Leitschwellen. Nevertheless, the Leitschwellenstrang is good to assemble and disassemble in a proven way.
  • the construction can achieve higher containment levels, for example a containment level H3 according to the statutory testing standard EN 1317, as well as meet the requirements of American regulations.
  • a pin body is particularly advantageous, which is formed rondenförmig.
  • This is a solid metal round body with a diameter of for example 50 mm to 60 mm.
  • the diameter of the pin body is significantly larger than the diameter of the other reaching during assembly connecting screws.
  • the pin body is designed cone-shaped. This facilitates the insertion into the receiving openings of a connecting plate and thus the assembly / disassembly operations.
  • the connecting straps are formed symmetrically to its median transverse plane.
  • the installation position of the connecting straps is in this way independent of the arrangement of the receiving openings as well as the position of the remaining threaded holes, which serve to define the connecting straps on the support plates.
  • the connecting straps can be left at installation like right, so on both sides of a threshold to use.
  • the mirror-image or symmetrical design of the connecting straps also simplifies their manufacture.
  • a connecting tab will engage each half of its length (first end portion) below the first baffle contact plate and the other half of its length (second end portion) below the second baffle contact plate.
  • the connecting straps are fixed to the support plates by means of bolts.
  • the journal bodies are also fastened to the contact plates via bolts. This is preferably done via a stable bolt, which is guided from the top of the support plate through an opening in the contact plate and screwed into a threaded bore of the pin body.
  • the pin body is reliably and stably braced on the support plate.
  • a limited Abwinkbarkeit between two Leitschwellen can be adjusted in adaptation to the installation situation of a Leitschweltenstrangs. This is desirable, for example, in construction sites to follow curves.
  • the diameter of the receiving openings is made larger than the diameter of the pin body.
  • the receiving openings thus have an excess compared to the pin bodies, which allows a limited bendability between the individual Leitschwellen and thus the curve of the Leitschwellenstrangs invention.
  • even the mounting holes in the connecting plates over the bolts have an excess.
  • the bolts can in the
  • the safety against transverse displacement of a Leitschwellenstrangs can be increased by friction increasing means, which are provided on the underside of the base body.
  • the friction-increasing means formed by one-piece shoes, which surround the provided on the underside of the base body runners form-fitting from below.
  • the shoes are made of elastomer, especially rubber or polyurethane.
  • the shoes also counteract heat conduction from the Leitschwellenstrang in the pavement.
  • adverse heating of the road surface or the road surface can be avoided.
  • the footprint of the skids is increased and thus reduces the surface pressure on the pavement so that Abdschreib can be prevented.
  • the friction-increasing means support the demands for the least possible lateral displacement in the event of an impact.
  • Figure 1 shows a portion of a Leitschwellenstrangs 1 made of steel, which is arranged as a road boundary, for example on a median strip between two lanes with oncoming traffic.
  • the Leitschwellenstrang 1 consists of detachably in the longitudinal direction set against each other Leitschwellen 2, 3, 4 (see also Figures 4 to 6).
  • Each Leitschwelle 2, 3, 4 has a housing-like base body 5 with roof-shaped inclined side Anfahrblechen 6, 7, a top longitudinal edges 8 of the Anfahrbleche 6, 7 connecting cover plate 9 and the lower longitudinal edges 10 of the Anfahrbleche 6, 7 like a wing from the base body fifth outwardly extending support plates 11, 12.
  • the edge portions 13 of the support plates 11, 12 are bent slightly downwards.
  • a guide rail 15 extends from a square tube or from a downwardly open C-shaped profile.
  • the guide rails 15 are connected by the horizontal cross-section sigma-shaped post 16 with the base body 5.
  • the posts 16 are spaced from each other and spaced from the ends of the barrier 2, 3, 4.
  • the posts 16 are welded to discs 17, which are screwed onto the cover plate 9. This can be seen in Figures 6, 7 and 9.
  • the posts 16 can also enforce the discs 17 and be fixed in the interior of the base body 5 releasably or permanently.
  • the guide thresholds 2, 3, 4 are coupled to each other via connecting means 18-21 in the longitudinal direction.
  • connecting means 18-21 for connection to adjacent base body 5 and guide rails 15 are provided on each base body 5 and on each guide rail 15.
  • different connection means 18-21 can be used for coupling the individual guide thresholds 2, 3, 4.
  • connecting means 18 in the form of overlapping plates 22 with a number of screw through-holes 23 are used.
  • the through holes 23 correspond with corresponding holes 24 in the Anfahrblechen 6, 7.
  • the overlapping plates 22 are inside the base body 5 mounted on the Anfahrblechen 6, 7 and ensure a stable detachable connection.
  • the connecting means 19 between the guide rails 15 consist of C-shaped overlap pipe 25 with screw-through holes 26, which are respectively inserted into the ends of the guide rails 15 and bridge the joint area.
  • the guide rails 15 are coupled via connecting screws.
  • the connecting screws and the associated nuts and washers are not illustrated in detail.
  • connecting means 20, 21 consist of adapter pieces 28, 29 which are fixed in the ends of the base body 5 and the guide rails 15.
  • the adapter pieces 28, 29 each have hook bodies 30, 31 and correspondingly configured receptacles 32, so that the guide sleepers 2, 4 can be suspended and coupled with the hook bodies 30, 31 in the receptacles 32.
  • a coupling pin 33 is provided for connection between two Leitholmen 15, which is inserted through holes 34 in the end faces of the adapter pieces 28, 29 and the tension and pressure-resistant connection of the guide rails 15 is used.
  • each connecting plate 35 with a first end portion 36 below the support plate 10 of a guide threshold 2, 3 and 4 and with its second end portion 37 under the support plate 11 of the following guide threshold 2, 3 and 4 respectively.
  • the fixing of the connecting plate 35 is effected via connecting screws 38 indicated in FIG. 3 and corresponding mounting openings 39 in the connecting plates 35 and the support plates 11, 12.
  • a receiving opening 40 is provided. In this engages under the support plates 11, 12 fixed ronde-shaped pin body 41 a.
  • the pin body 41 an additional stiffening of the Leitschwellenstrangs 1 is achieved with respect to a lateral displacement transversely to the longitudinal direction of the Leitschwellenstrangs 1.
  • the pin bodies 41 are each guided over one of the upper side 42 of the support plate 11, 12 through an opening 43 in the contact plate 11, 12 Bolt 44 fixed and braced with the support plate 11, 12 ( Figure 3).
  • the connecting straps 35 are formed symmetrically with respect to their median transverse plane MQE. This has manufacturing and assembly advantages. In particular, a connecting plate 35 without regard to the respective installation position on each side of a guide threshold 2, 3, 4 are mounted.
  • the pin body 41 are designed cone-shaped and taper slightly from the contact plate starting down. As a result, the trunnion bodies 41 can be easily inserted into the receiving opening.
  • the pin bodies 41 engage in the receiving opening 40 of the connecting straps 35. Accordingly, the diameter D Z of the pin bodies 41 is configured in adaptation to the diameter D A of the receiving openings 40.
  • FIGS. 10 and 11 show a practical embodiment of a connection tab 35 and a pin body 41 with the indication of concrete dimensions.
  • the diagrams take it that the diameter D A of the receiving openings 40 is equal to 60 mm, whereas the diameter D Z of the pin body 41 is selected to 56 mm.
  • Centric in the pin body 41 is a threaded bore 45 for receiving the bolt 44, which has a thread of class M 30.
  • the thickness t of the connecting plate 35 as well as the thickness t of the pin body 41 is 15 mm.
  • the mounting holes 39 for fixing the connecting plate 35 on the support plates 11, 12 are designed as threaded holes M 16.
  • the diameter D A of the receiving openings 40 is greater than the diameter D Z of the pin body 41. This measure allows a limited bendability between two successive barriers.
  • the difference in diameter between the receiving openings 40 and the pin bodies 41 may also be chosen to be even larger, for example, 10 mm, to achieve an even higher curve handling.
  • the mounting holes 39 in the connecting plates 35 are selected correspondingly larger than the diameter of the introduced in this connection screws 38, so that the desired relative movement between the components is ensured.
  • FIG. 12 shows a bottom-side runner 14 of a guide threshold 2, shown schematically here, which forms part of a guide-bar strand consisting of a plurality of such a threshold 2.
  • the guide threshold 2 corresponds to the previously described embodiments, so that corresponding components or component components are provided with the same reference numerals.
  • the base body 5 rests on skids 14 on the ground B as described above.
  • a skid 14 has a U-shaped cross-section with a horizontal bottom plate 46 and vertically upwardly directed sidewalls 47.
  • the runner 14 is provided with friction-increasing means 48, as shown in FIG.
  • the friction-increasing means 48 are formed by an integral shoe 49 made of elastomer, which engages around the blade 14 from below positively.
  • the shoe 49 is made of rubber or cast polyurethane.
  • the material used is adjusted in its composition so that the shoe 49 has a high mechanical strength and wear resistance.
  • the coefficient of friction of the shoe 49 ensures a high resistance to transverse displacement.
  • the shoe 49 is resistant to fuels, fats and oils as well as salts or similar environmental influences.
  • the shoe seals off a heat conduction from the barrier 2 via the runner 14 in a road surface or reduces it to a safe temperature level. An adverse heat transfer and heating of the road surface is avoided.
  • the shoe 49 is U-shaped in its cross section with a base plate 50 carrying the bottom plate 46 and side legs 51 comprising the skid 14 (see FIGS. 13 to 15).
  • On the shoe integrally locking pin 52 are formed. These engage in bores 53 of the base plate 46 (see also FIG. 8).
  • the locking pins 52 are mushroom-shaped and have a shank 54 and a head end 55 which is widened in relation thereto.
  • the locking pins 52 can be inserted or knocked into the bores 53 by abutment of their head ends 55 on the upper side 56 of the base plate 46. In this way, a secure and reliable fixing of the shoe 49 on the runner 14 is ensured.
  • the secure hold of the skid 14 is stabilized by the side legs 51 of the shoe 49.
  • An essential advantage of the shoes 49 arranged under the runners 14 is that this increases the friction between the guide sill 2 and the road surface, which contributes to a significant increase in the transverse rigidity of the guide sill strand 1. As a result, the security is increased against a lateral displacement in an impact.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Traffic Control Systems (AREA)
  • Circuits Of Receivers In General (AREA)
  • Road Paving Structures (AREA)
  • Road Signs Or Road Markings (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
EP05001119A 2005-01-20 2005-01-20 File de modules séparateurs pour limitation de voies de circulation Active EP1693519B1 (fr)

Priority Applications (5)

Application Number Priority Date Filing Date Title
PL05001119T PL1693519T3 (pl) 2005-01-20 2005-01-20 Pasmo barier drogowych do ograniczenia pasa ruchu
EP05001119A EP1693519B1 (fr) 2005-01-20 2005-01-20 File de modules séparateurs pour limitation de voies de circulation
AT05001119T ATE518991T1 (de) 2005-01-20 2005-01-20 Leitschwellenstrang zur fahrwegsbegrenzung
ES05001119T ES2370826T3 (es) 2005-01-20 2005-01-20 Barrera divisora para la delimitación de la calzada.
US11/048,115 US7172362B2 (en) 2005-01-20 2005-02-01 Divider barrier for roadway delineation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP05001119A EP1693519B1 (fr) 2005-01-20 2005-01-20 File de modules séparateurs pour limitation de voies de circulation

Publications (2)

Publication Number Publication Date
EP1693519A1 true EP1693519A1 (fr) 2006-08-23
EP1693519B1 EP1693519B1 (fr) 2011-08-03

Family

ID=34933385

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05001119A Active EP1693519B1 (fr) 2005-01-20 2005-01-20 File de modules séparateurs pour limitation de voies de circulation

Country Status (5)

Country Link
US (1) US7172362B2 (fr)
EP (1) EP1693519B1 (fr)
AT (1) ATE518991T1 (fr)
ES (1) ES2370826T3 (fr)
PL (1) PL1693519T3 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008062196A1 (fr) * 2006-11-21 2008-05-29 Hill & Smith Holdings Plc Poutre pour barrière de sécurité
EP1995382A1 (fr) * 2007-05-21 2008-11-26 SPIG Schutzplanken-Produktions-Gesellschaft mbH & Co.KG Barre de seuil de guidage en acier pour véhicules automobiles
WO2009046695A1 (fr) * 2007-10-08 2009-04-16 Heintzmann Sicherheitssysteme Gmbh & Co. Kg Système de retenue pour véhicules
FR3092346A1 (fr) * 2019-02-05 2020-08-07 Balisage Securite Service Dispositif de raccordement pour elements de muret en beton, barriere en beton et procede afferents
EP4345213A1 (fr) * 2022-09-27 2024-04-03 VARRSO Sp. Z.o.o. Dispositif de protection transportable

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES1060699Y (es) * 2005-07-06 2006-02-01 Hierros Y Aplanaciones S A Hia Sistema metalico continuo para barreras de seguridad aplicable como proteccion para motociclistas compuesto por una pantalla metalica horizontal continua inferior sustentada en la barrera por medio de brazos metalicos dispuestos a intervalos regulares
AU2013204352B2 (en) * 2006-11-21 2016-05-05 Hill & Smith Holdings Plc Crash barrier beam
JP2009155399A (ja) * 2007-12-25 2009-07-16 Hitachi Chem Co Ltd 熱硬化性樹脂組成物並びにこれを用いたプリプレグ及び積層板
DE102008018113A1 (de) * 2008-04-09 2009-10-22 Heintzmann Sicherheitssysteme Gmbh & Co. Kg Fahrzeugrückhaltesystem
DE102009021810A1 (de) * 2009-05-18 2010-11-25 Heintzmann Sicherheitssysteme Gmbh & Co. Kg Fahrzeugrückhaltesystem
DE202012009387U1 (de) 2012-10-01 2012-10-25 Horst Luther Vorrichtung zum Verbinden zweier mobiler Schutzwandelemente
US20140290132A1 (en) * 2013-03-29 2014-10-02 Michael R.A. Bent Landscape Edging System
JP6207688B2 (ja) * 2016-07-29 2017-10-04 Ｊｆｅ建材株式会社 道路分離構造体
JP6207687B2 (ja) * 2016-07-29 2017-10-04 Ｊｆｅ建材株式会社 道路分離構造体
US11352753B2 (en) * 2018-01-25 2022-06-07 Poly Salt Armor Llc Modular panel for protecting parapet structures
EP3636576A1 (fr) 2018-10-11 2020-04-15 Otis Elevator Company Ensembles de support de rail de guidage d'ascenseur

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0472847B1 (fr) 1990-08-31 1994-08-10 SPIG SCHUTZPLANKEN-PRODUKTIONS-GESELLSCHAFT MBH & CO.KG Glissière de sécurité routière pour retenir les véhicules
DE3827030C2 (de) 1987-09-10 1995-08-10 Spig Schutzplanken Prod Gmbh Fahrwegseitenbegrenzung
DE19718227C1 (de) * 1997-04-30 1998-07-02 Spig Schutzplanken Prod Gmbh Leitschwellenanordnung
EP1418274A1 (fr) * 2002-11-06 2004-05-12 SPIG Schutzplanken-Produktions-Gesellschaft mbH & Co.KG Barrière de sécurité pour voies routières

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1175962A (en) * 1915-02-19 1916-03-21 Elihu H Ropes Device for causing deposit of sand and snow.
US3308724A (en) * 1963-10-08 1967-03-14 Smith Henry Such Roadway guard rail barrier
EP0228334B2 (fr) * 1985-12-23 1995-08-09 Société Anonyme dite: COMPAGNIE FRANCAISE DES ETABLISSEMENTS GAILLARD Glissières de sécurité routières
FR2631642B1 (fr) * 1988-05-20 1990-09-21 Pomero Claude Dispositif de securite place le long des routes
ATE92988T1 (de) * 1990-06-21 1993-08-15 Spig Schutzplanken Prod Gmbh Schutzplankenstrang.
US5387049A (en) * 1993-06-29 1995-02-07 Barrier Systems, Inc. Roadway barrier module, system and method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3827030C2 (de) 1987-09-10 1995-08-10 Spig Schutzplanken Prod Gmbh Fahrwegseitenbegrenzung
EP0472847B1 (fr) 1990-08-31 1994-08-10 SPIG SCHUTZPLANKEN-PRODUKTIONS-GESELLSCHAFT MBH & CO.KG Glissière de sécurité routière pour retenir les véhicules
DE19718227C1 (de) * 1997-04-30 1998-07-02 Spig Schutzplanken Prod Gmbh Leitschwellenanordnung
EP1418274A1 (fr) * 2002-11-06 2004-05-12 SPIG Schutzplanken-Produktions-Gesellschaft mbH & Co.KG Barrière de sécurité pour voies routières
EP1418274B1 (fr) 2002-11-06 2004-05-26 SPIG Schutzplanken-Produktions-Gesellschaft mbH & Co.KG Barrière de sécurité pour voies routières

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008062196A1 (fr) * 2006-11-21 2008-05-29 Hill & Smith Holdings Plc Poutre pour barrière de sécurité
GB2479671A (en) * 2006-11-21 2011-10-19 Hill & Smith Holdings Plc Vehicle crash barrier beam
US8061926B2 (en) 2006-11-21 2011-11-22 Hill & Smith Limited Crash barrier beam
GB2479671B (en) * 2006-11-21 2012-01-18 Hill & Smith Holdings Plc Crash barrier beam
EP1995382A1 (fr) * 2007-05-21 2008-11-26 SPIG Schutzplanken-Produktions-Gesellschaft mbH & Co.KG Barre de seuil de guidage en acier pour véhicules automobiles
WO2009046695A1 (fr) * 2007-10-08 2009-04-16 Heintzmann Sicherheitssysteme Gmbh & Co. Kg Système de retenue pour véhicules
FR3092346A1 (fr) * 2019-02-05 2020-08-07 Balisage Securite Service Dispositif de raccordement pour elements de muret en beton, barriere en beton et procede afferents
EP3693511A1 (fr) * 2019-02-05 2020-08-12 Balisage Securite Service Dispositif de raccordement pour elements de muret en beton, barriere en beton et procede afferents
EP4345213A1 (fr) * 2022-09-27 2024-04-03 VARRSO Sp. Z.o.o. Dispositif de protection transportable

Also Published As

Publication number Publication date
US7172362B2 (en) 2007-02-06
ES2370826T3 (es) 2011-12-23
ATE518991T1 (de) 2011-08-15
PL1693519T3 (pl) 2011-12-30
EP1693519B1 (fr) 2011-08-03
US20060159516A1 (en) 2006-07-20

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