EP0414959A1 - File de modules séparateurs - Google Patents

File de modules séparateurs Download PDF

Info

Publication number
EP0414959A1
EP0414959A1 EP89119895A EP89119895A EP0414959A1 EP 0414959 A1 EP0414959 A1 EP 0414959A1 EP 89119895 A EP89119895 A EP 89119895A EP 89119895 A EP89119895 A EP 89119895A EP 0414959 A1 EP0414959 A1 EP 0414959A1
Authority
EP
European Patent Office
Prior art keywords
guide
plates
longitudinal edges
coupling
centering
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
EP89119895A
Other languages
German (de)
English (en)
Other versions
EP0414959B1 (fr
Inventor
Karl-Heinz Dipl.-Ing. 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=6388249&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0414959(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by SPIG Schutzplanken Produktions GmbH and Co KG filed Critical SPIG Schutzplanken Produktions GmbH and Co KG
Priority to AT89119895T priority Critical patent/ATE76917T1/de
Publication of EP0414959A1 publication Critical patent/EP0414959A1/fr
Application granted granted Critical
Publication of EP0414959B1 publication Critical patent/EP0414959B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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
    • E01F15/025—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

Definitions

  • the invention is directed to a guide threshold line for motor vehicles according to the features in the preamble of claim 1.
  • Such a guide threshold strand is part of the prior art through US Pat. No. 3,658,300.
  • the approach plates of the guide sleepers which are not coupled to one another in the longitudinal direction are curved according to a parabolic function, the edge regions adjacent to the lower longitudinal edges of the approach plates being strip-shaped and running in a common horizontal plane.
  • the approach plates are only connected to each other in the area of their ridge edges.
  • the guiding thresholds are to maintain their positional stability by means of projections which are punched out in the transition area from the horizontal edge areas to the curved longitudinal sections of the approach plates and bent vertically downward. These projections are to be driven into the respective floor either by the dead weight of the guiding thresholds, by deliberate impact force or also by the weight of the motor vehicles when they drive onto the horizontal edge regions.
  • the known guiding threshold string can only be used to a limited extent where two lanes are to be separated from one another or where z. B. construction sites must be secured against an adjacent lane.
  • the guide thresholds can slip especially when they are arranged on hard concrete floors.
  • no constant longitudinal alignment is possible.
  • Protrusions can form in the area of the butt joints between two guide sleepers, hit against the motor vehicles and can then laterally shift the guide sleepers from the desired position to an increased extent.
  • Another disadvantage is the fact that the guide sleepers are connected to each other only in the ridge area of the approach plates. Your torsional stability is therefore low.
  • the approach plates are set relatively steeply, in principle they only form deflectors which cannot return the vehicles that have strayed from a carriageway to the carriageway relatively smoothly.
  • the invention is based on the guide threshold strand described in the preamble of claim 1, the problem of designing it so that it requires only a small footprint with sufficient stability and torsional stability and still ensures a perfect deflection function.
  • An essential feature of the invention is the uniform curvature of the starting plates. Since the guiding thresholds are generally used where relatively low speeds are used, the curvature of the approach plates that gently opens into the carriageway ensures that vehicles rolling onto the approach plates are automatically redirected and smoothly onto the carriageway without the risk of damage to the body to be led back. This diverting function has a particularly noticeable effect where oncoming traffic on narrowways, in particular in the area of bridges, is to be separated in construction site areas on motorways.
  • the guide threshold line according to the invention can also advantageously be used where median crossings have to be opened quickly. Traffic diversions in urban areas can now also be designed easily and simply using the guide threshold line according to the invention. Furthermore, a safe separation of temporary parking and parking spaces can be carried out without any problems.
  • Another advantage of the invention is the easy handling of the guide sleepers despite the compact stability with sufficient stackability. As a result, short assembly times only result in short-term traffic restrictions. A guardrail can easily be handled by two fitters.
  • the lower longitudinal edges of the approach plates can also be slightly convexly curved towards the ground, with the largest possible radius of curvature. This prevents damage to softer roads.
  • the same function can also be performed by rubber covers on the longitudinal edges of the approach plates. In addition, such rubber covers increase the coefficient of friction between the approach plates and the road surface.
  • the coupling tubes above the guide sleepers create a rounded upper end of the guide tie line, which is particularly beneficial for two-wheelers who have come onto the guide tie line, and here, in particular, for motorcyclists.
  • the ridge-side plug connection in the axial direction of the coupling tubes contributes to the correct alignment of the guide threshold line, even when a motor vehicle strikes a guide threshold more strongly. Nevertheless, the coupling is held in such a way that all curve routing necessary in practice can be guaranteed.
  • the plug pin can be formed directly by the open inner cross-section of a coupling tube, the end faces of which run in one plane with the end faces of the adjacent start plates
  • the plug pin consists of a separate solid or tubular material, the end faces of the start plates at the other end of the coupling tube projecting is provided.
  • the plug pin is preferably also formed from a piece of pipe which is fastened, in particular welded, in the coupling pipe.
  • the spigot can be conical to improve cornering.
  • Another advantage of the invention is that the application of road markings can be omitted. It is conceivable, for. B. the application of markings in the bottom area of the approach plates. An additional PVC coating can also make a white-red marking on the ramp plates possible.
  • the features of claim 2 serve to achieve a prescribed minimum height of the guide threshold strand, but without neglecting the rounded upper edge. It also allows the preferred inside and outside diameter Identically connect the ridge tubes corresponding to the coupling tubes using the locking bolts to connect the guide sleepers to each other in a tensile and compressive manner. With this type of coupling, it is not necessary when assembling a guide threshold strand to have to handle screw connections or other connections that require special tools.
  • the ridge and coupling tubes overlap by about half their straight length. To improve cornering, the locking bolts can grip the recesses in the coupling tubes with a corresponding clearance.
  • the centering pins and centering sleeves additionally serve for the safe alignment of all guide sleepers integrated in a guide tie line.
  • this can also be short pieces of pipe which correspond to the dimensions of the coupling pipes or the ridge pipes in terms of the inside and outside diameter.
  • the centering spigot is also a piece of pipe that corresponds to the spigot of the coupling pipe.
  • the pin receptacles and the centering sleeves on the one hand and the plug-in pins and the centering pins on the other hand each lie vertically one above the other at the ends of the guide sleepers.
  • the centering pins and centering sleeves are preferably fixed between the approach plates by welding.
  • the centering pins can also be conical, if necessary, to improve cornering.
  • the ridge tubes with the locking bolts assigned to them also pass through corresponding vertical recesses in the centering pin and in the centering sleeves, the guide sleeper strand is stabilized even more overall and less sensitive to a stronger impact.
  • the locking bolts can still play through the recesses in the centering pin and in the centering sleeves to increase cornering.
  • the transverse webs can be provided on their lower edges with feet that have horizontal surfaces, which on the one hand prevent the longitudinal edges of the approach plates from being pressed into the carriageway and on the other hand improve the coefficient of friction between the carriageway and the threshold line.
  • the foaming of the cavity between the approach plates according to claim 7 is associated with the advantage that the coefficient of friction to the floor is thereby improved.
  • 1 denotes the section of a guiding threshold line as it can be used, for example, to separate oncoming traffic in a narrow lane in a construction site area of the motorway.
  • the guiding threshold line 1 consists of guiding thresholds 2, which are placed one after the other, of identical design. Its length L is, for example, 2000 mm. The total height H and the maximum width B each amount to 500 mm (see also FIG. 2).
  • each guide threshold 2 has two approach plates 3 which are concavely curved in opposite directions in the vertical cross section.
  • the approach plates 3 are evenly curved over their entire height, i. H. they have an identical radius. They are stiffened by three triangular cross webs 4 arranged vertically at a distance from one another.
  • the transverse webs 4 are arranged in the approximately central longitudinal section and at a short distance from the two end faces 5 of the approach plates 3.
  • the crossbars 4 are connected to the starting plates 3 by welding. Furthermore, it can be seen in particular from FIG. 2 that the transverse webs 4 end with their lower longitudinal edge 6 just above the plane HE tangent to the lower longitudinal edges 7 of both approach plates 3.
  • the lower longitudinal edges 7 of the approach plates 3 open tangentially into the common horizontal plane HE, which also forms the road surface.
  • the upper longitudinal edges 8 are fastened on the underside of a coupling pin 11 formed at one end by a plug-in pin 9 formed from a tube piece and at the other end by a coupling tube 11 having the pin diameter 10 formed by the inner diameter.
  • the length of the coupling tube 11 corresponds to the length of a guide sleeper 2.
  • the plug pin 9 projects beyond the end faces 5 of the approach plates 3.
  • the butt joints 12 of two guide rails 2 bridging ridge tubes 13 are provided above the coupling tubes 11, which can be taped together in the longitudinal direction.
  • the cross section of the ridge tubes 13 corresponds to that of the coupling tubes 11. Their length also corresponds to the length L of the guide sleepers 2 or the coupling tubes 11.
  • the ridge tubes 13 are provided with locking bolts 14, 15 directed downwards. These locking bolts 14, 15 can consist of solid or tubular material.
  • vertical recesses 16 are provided both in the area of the plug pins 9 and the pin receptacles 10 and in an area in between, which are adapted in cross section to the locking bolts 14, 15.
  • FIGS. 1 and 2 show that centering pins 17 and centering sleeves 18 pointing in the longitudinal direction in the area below the coupling tubes 11 are fastened between the starting plates, in particular by welding.
  • the centering pin 17 and the centering sleeves 18 are also tubular. They correspond in cross-section to the plug pins 9 and the pin receptacles 10 of the coupling tubes 11. Their length is such that the centering pins 17 are inserted correctly into the centering sleeves 18 of adjacent guide sleepers 2 and can ensure the axial alignment of the guide sleepers 2 together with the coupling pipes 11.
  • the locking bolts 14, 15 of the ridge tubes 13 have different lengths.
  • the locking bolts 15 provided in the region of the plug pins 9 and pin receptacles 10 are dimensioned so long that they also penetrate corresponding vertical recesses 19 in the centering pin 17 and in the centering sleeves 18.
  • Figure 1 shows that in the vicinity of the lower longitudinal edges 7 of the approach plates 3 drain holes 20 are provided on both sides of the crosspieces 4. Water can pass through these drain holes 20.
  • transverse webs 4 end with their upper edges 21 just below the coupling tubes 11.
  • Figure 3 it is shown that the guide sleepers 2 are stackable.
  • two thresholds 2 are arranged side by side, a third threshold 2 is rotated by 180 ° about its longitudinal axis and then inserted between the two thresholds 2 from above.
  • 3 longitudinal or transverse markings 22 in the form of at least one adhesive tape or firmly applied granulate can be provided in the bottom area of the starting plates 3.
  • the granules can then, for. B. have properties as it owns the adjacent lane 23.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Signs Or Road Markings (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Railway Tracks (AREA)
  • Supports For Pipes And Cables (AREA)
  • Tubes (AREA)
  • Laminated Bodies (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
EP89119895A 1989-08-31 1989-10-26 File de modules séparateurs Expired - Lifetime EP0414959B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT89119895T ATE76917T1 (de) 1989-08-31 1989-10-26 Leitschwellenstrang.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3928793 1989-08-31
DE3928793A DE3928793A1 (de) 1989-08-31 1989-08-31 Leitschwellenstrang

Publications (2)

Publication Number Publication Date
EP0414959A1 true EP0414959A1 (fr) 1991-03-06
EP0414959B1 EP0414959B1 (fr) 1992-06-03

Family

ID=6388249

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89119895A Expired - Lifetime EP0414959B1 (fr) 1989-08-31 1989-10-26 File de modules séparateurs

Country Status (9)

Country Link
US (1) US5074705A (fr)
EP (1) EP0414959B1 (fr)
AT (1) ATE76917T1 (fr)
DD (1) DD297200A5 (fr)
DE (1) DE3928793A1 (fr)
ES (1) ES2032093T3 (fr)
GR (1) GR3005513T3 (fr)
RU (1) RU1804522C (fr)
TR (1) TR25054A (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0641892A2 (fr) * 1993-09-02 1995-03-08 SPIG SCHUTZPLANKEN-PRODUKTIONS-GESELLSCHAFT MBH & CO.KG Tronçon de glissière de sécurité d'acier
WO2009046695A1 (fr) * 2007-10-08 2009-04-16 Heintzmann Sicherheitssysteme Gmbh & Co. Kg Système de retenue pour véhicules
WO2009124519A1 (fr) * 2008-04-09 2009-10-15 Heintzmann Sicherheitssysteme Gmbh & Co. Kg Système de retenue pour véhicule

Families Citing this family (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0462307B1 (fr) * 1990-06-21 1993-08-11 SPIG SCHUTZPLANKEN-PRODUKTIONS-GESELLSCHAFT MBH & CO.KG Tronçon de glissière de protection
WO1995014822A1 (fr) * 1991-06-10 1995-06-01 Mandish Theodore O Parapet routier et procede de fabrication
US5286136A (en) * 1991-06-10 1994-02-15 Mandish Theodore O Highway barrier apparatus and method
DE4403438C2 (de) * 1994-02-04 1998-01-15 Nissen Adolf Elektrobau Leitwand für Kraftfahrzeuge
US6138405A (en) * 1995-05-05 2000-10-31 Matz; Warren W. Lawn and guarding edging system (conduit extension)
US5641241A (en) * 1995-07-19 1997-06-24 Rushing; Hollis B. Lighted anti-glare paddle system
DE19619787C2 (de) * 1996-05-15 2002-11-14 Spig Schutzplanken Prod Gmbh Fahrbahnbegrenzung für Go-Cart-Bahnen
DE19833560C2 (de) * 1998-07-25 2003-01-09 Gerhard Oskar Glinka Schenllverschluß für ein mobiles Leitplankensystem
DE19835948C1 (de) * 1998-08-08 1999-10-28 Spig Schutzplanken Prod Gmbh Fahrbahnbegrenzung für Kraftfahrzeuge
US6149134A (en) * 1998-10-01 2000-11-21 Wisconsin Alumni Research Foundation Composite material highway guardrail having high impact energy dissipation characteristics
DE29821290U1 (de) 1998-11-23 1999-02-11 Outimex Bautechnik GmbH, 10779 Berlin Ortsveränderliche Leiteinrichtung
CH691689A5 (de) * 1999-03-17 2001-09-14 Kaeser Hans Rudolf Leitsystem entlang von Strassenrändern, vorzugsweise in Tunnels, für die Sicherung von Fahrzeugen.
US6551011B1 (en) 1999-11-22 2003-04-22 Heath E. Valentine Highway median barrier and parapet
US7234275B1 (en) * 2002-03-27 2007-06-26 Safety By Design, Ltd. Barrier and barrier system
US7104720B2 (en) * 2003-11-19 2006-09-12 Cyro Industries Traffic noise barrier system
SE529439C2 (sv) * 2006-02-20 2007-08-07 Joergen Appelkvist Anordning att användas vid sammankoppling av barriärelement
DE102007023788B3 (de) * 2007-05-21 2008-09-11 Spig Schutzplanken-Produktions-Gesellschaft Mbh & Co. Kg Leitschwellenstrang aus Stahl für Kraftfahrzeuge
DE102007029925A1 (de) * 2007-06-28 2009-01-02 Volkmann & Rossbach Gmbh & Co. Kg Fahrzeugrückhaltesystem zum Begrenzen von Fahrbahnen
DE102009005477A1 (de) 2009-01-21 2010-07-22 Volkmann & Rossbach Gmbh & Co. Kg Halterungseinrichtung für eine Schutzwandanordnung und Schutzwandanordnung mit einer derartigen Halterungseinrichtung
US10767325B2 (en) 2018-01-05 2020-09-08 Superior Transparent Noise Barriers LLC Impact absorbing traffic noise barrier system
CN113789746A (zh) * 2021-10-12 2021-12-14 山东大学 具有智能抑尘与路面养护功能的高速公路护栏及安装方法

Citations (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2173594A (en) * 1937-04-14 1939-09-19 Railey Aubrey Lee Highway safety guard
US2279942A (en) * 1941-06-25 1942-04-14 Hausherr Herman Guard for highways
US3065680A (en) * 1957-09-10 1962-11-27 Sr George P Wiedman Surface bumper
CH385270A (de) * 1959-07-24 1964-12-15 Carel Pilaar Jan Fahrbahnbegrenzungseinrichtung
DE1934492A1 (de) * 1968-07-09 1970-03-19 Roediger Walter Blendschutz- und Fangzaun fuer Kraftfahrzeuge
DE7106832U (de) * 1971-06-16 Mattsson G Verkehrsabsperrung aus Beton o dgl
DE2005037A1 (de) * 1970-01-30 1971-08-12 Chnstiani & Nielsen Ltd London Halter fur Leitplanken an Straßen
US3658300A (en) * 1970-10-28 1972-04-25 Richard A Templeton Vehicle guard for highways
US3945747A (en) * 1974-10-29 1976-03-23 Alcides Cruz Edging guide
GB1497860A (en) * 1973-10-30 1978-01-12 Charcon Ltd Traffic safety barriers
EP0014171A1 (fr) * 1979-01-23 1980-08-06 Arbed S.A. Dispositif de guidage et de sécurité pour la circulation routière
DE3012680A1 (de) * 1980-04-01 1981-10-15 Urlberger, Hermann Hans, 8750 Aschaffenburg Stahlschutzplanke
DE8025723U1 (de) * 1980-09-25 1983-08-04 Urlberger, Hermann Hans, 8750 Aschaffenburg Schutzplankeneinrichtung
EP0125817A1 (fr) * 1983-04-18 1984-11-21 Quick-Steel Engineering Pty Limited Délimitation déplaçable pour voie de circulation
WO1985005136A1 (fr) * 1984-05-07 1985-11-21 Associated Concrete Products Incorporated Barriere avec conduites internes et son procede de construction
US4684287A (en) * 1985-10-02 1987-08-04 The Reinforced Earth Company Retaining wall construction and method for erection
DE8706088U1 (de) * 1986-05-07 1987-09-03 Rausch, Peter, Ing., Thörl, Steiermark Fuß bzw. Fußplanke von Leitschienen
DE8807985U1 (de) * 1988-06-21 1988-09-15 Cabka Plast GmbH, 7519 Eppingen Fahrbahntrenneinrichtung
DE3811862A1 (de) * 1987-04-15 1988-11-03 Rausch Peter Wegeschutz-, absperr- bzw. verkehrsleiteinrichtung oder dgl.
DE3816528A1 (de) * 1987-09-10 1989-03-23 Spig Schutzplanken Prod Gmbh Fahrwegseitenbegrenzung
EP0311015A1 (fr) * 1987-10-05 1989-04-12 Sps Schutzplanken Gmbh Dispositif formant glissière de sécurité
DE8903821U1 (de) * 1989-03-28 1989-06-08 SPS Schutzplanken GmbH, 8750 Aschaffenburg Schutzplankeneinrichtung, bestehend aus lose zusammensetzbaren Einzelteilen

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1175062A (en) * 1912-04-13 1916-03-14 William A Johnson Automatic switch for vehicles.
DE1870841U (de) * 1963-01-30 1963-04-25 Stahlwerke Brueninghaus G M B Gleitplatte mit halterung fuer kraftfahrzeugstrassen.
US4040759A (en) * 1975-09-03 1977-08-09 Olaf Narten Skalle Warning, marking and/or barrier arrangement
AT357195B (de) * 1978-12-15 1980-06-25 Pius Dr Prosenz Verkehrsleiteinrichtung, verwendbar als mitteltrennung und strassenrandbarriere
LU80815A1 (de) * 1979-01-23 1979-06-05 Arbed Als leiteinrichtung fuer den strassenverkehr und als schalldamm fuer die anrainer von fahrbahnen dienende schutzwand
US4665673A (en) * 1984-04-26 1987-05-19 Silvio Diana Monolithic surface ornamentation of pre-cast reinforced concrete wall
US4641993A (en) * 1984-05-07 1987-02-10 Associated Concrete Products Highway barrier with level internal ducts and construction method
US4917219A (en) * 1985-11-26 1990-04-17 Henry Stephen K Wheel chock
DE3730368A1 (de) * 1987-09-10 1989-03-30 Spig Schutzplanken Prod Gmbh Fahrwegseitenbegrenzung und vorrichtung zu ihrer verlagerung
US4806044A (en) * 1988-05-20 1989-02-21 Barrier Systems, Inc. Anti-crash lane barrier with self-centering hinges
US4869617A (en) * 1988-09-09 1989-09-26 Chiodo Alfred A Portable highway barrier

Patent Citations (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7106832U (de) * 1971-06-16 Mattsson G Verkehrsabsperrung aus Beton o dgl
US2173594A (en) * 1937-04-14 1939-09-19 Railey Aubrey Lee Highway safety guard
US2279942A (en) * 1941-06-25 1942-04-14 Hausherr Herman Guard for highways
US3065680A (en) * 1957-09-10 1962-11-27 Sr George P Wiedman Surface bumper
CH385270A (de) * 1959-07-24 1964-12-15 Carel Pilaar Jan Fahrbahnbegrenzungseinrichtung
DE1934492A1 (de) * 1968-07-09 1970-03-19 Roediger Walter Blendschutz- und Fangzaun fuer Kraftfahrzeuge
DE2005037A1 (de) * 1970-01-30 1971-08-12 Chnstiani & Nielsen Ltd London Halter fur Leitplanken an Straßen
US3658300A (en) * 1970-10-28 1972-04-25 Richard A Templeton Vehicle guard for highways
GB1497860A (en) * 1973-10-30 1978-01-12 Charcon Ltd Traffic safety barriers
US3945747A (en) * 1974-10-29 1976-03-23 Alcides Cruz Edging guide
EP0014171A1 (fr) * 1979-01-23 1980-08-06 Arbed S.A. Dispositif de guidage et de sécurité pour la circulation routière
DE3012680A1 (de) * 1980-04-01 1981-10-15 Urlberger, Hermann Hans, 8750 Aschaffenburg Stahlschutzplanke
DE8025723U1 (de) * 1980-09-25 1983-08-04 Urlberger, Hermann Hans, 8750 Aschaffenburg Schutzplankeneinrichtung
EP0125817A1 (fr) * 1983-04-18 1984-11-21 Quick-Steel Engineering Pty Limited Délimitation déplaçable pour voie de circulation
WO1985005136A1 (fr) * 1984-05-07 1985-11-21 Associated Concrete Products Incorporated Barriere avec conduites internes et son procede de construction
US4684287A (en) * 1985-10-02 1987-08-04 The Reinforced Earth Company Retaining wall construction and method for erection
DE8706088U1 (de) * 1986-05-07 1987-09-03 Rausch, Peter, Ing., Thörl, Steiermark Fuß bzw. Fußplanke von Leitschienen
DE3811862A1 (de) * 1987-04-15 1988-11-03 Rausch Peter Wegeschutz-, absperr- bzw. verkehrsleiteinrichtung oder dgl.
DE3816528A1 (de) * 1987-09-10 1989-03-23 Spig Schutzplanken Prod Gmbh Fahrwegseitenbegrenzung
EP0311015A1 (fr) * 1987-10-05 1989-04-12 Sps Schutzplanken Gmbh Dispositif formant glissière de sécurité
DE8807985U1 (de) * 1988-06-21 1988-09-15 Cabka Plast GmbH, 7519 Eppingen Fahrbahntrenneinrichtung
DE8903821U1 (de) * 1989-03-28 1989-06-08 SPS Schutzplanken GmbH, 8750 Aschaffenburg Schutzplankeneinrichtung, bestehend aus lose zusammensetzbaren Einzelteilen

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
BETONWERK+FERTIGTEIL+TECHNIK, Band 44, Nr. 1, Januar 1978, Seiten 52-53; J. JACOBS: "Betonleitwände für die erhöhte Verkehrssicherheit" *
Firmenschrift: "Doelmatige Verkeersgeleiding", 25. November 1960, Seiten 1-30, N.V. Gobi, Zutphen, NL *
POLYT. TIJDSCHR. BOUWKUNDE/WEGEN- EN WATERBOUW, Band 36, Nr. 7, Juli 1981, Seite 387; "Verplaatsbare geleiderail" *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0641892A2 (fr) * 1993-09-02 1995-03-08 SPIG SCHUTZPLANKEN-PRODUKTIONS-GESELLSCHAFT MBH & CO.KG Tronçon de glissière de sécurité d'acier
EP0641892A3 (fr) * 1993-09-02 1995-08-30 Spig Schutzplanken Prod Gmbh Tronçon de glissière de sécurité d'acier.
WO2009046695A1 (fr) * 2007-10-08 2009-04-16 Heintzmann Sicherheitssysteme Gmbh & Co. Kg Système de retenue pour véhicules
WO2009124519A1 (fr) * 2008-04-09 2009-10-15 Heintzmann Sicherheitssysteme Gmbh & Co. Kg Système de retenue pour véhicule

Also Published As

Publication number Publication date
ES2032093T3 (es) 1993-01-01
RU1804522C (ru) 1993-03-23
EP0414959B1 (fr) 1992-06-03
DE3928793A1 (de) 1991-03-14
ATE76917T1 (de) 1992-06-15
GR3005513T3 (fr) 1993-06-07
DD297200A5 (de) 1992-01-02
TR25054A (tr) 1992-11-01
DE3928793C2 (fr) 1993-01-14
US5074705A (en) 1991-12-24

Similar Documents

Publication Publication Date Title
EP0414959B1 (fr) File de modules séparateurs
DE69824606T2 (de) Sperrelement
DE3827030C2 (de) Fahrwegseitenbegrenzung
EP0685600B1 (fr) Procédé d'assemblage d'un pont déplaçable et pont ainsi obtenu
DE3825446A1 (de) Fahrspur-, gehwegs- oder baustellenbegrenzungselement
EP2205797B1 (fr) Système de retenue pour véhicules
DE3811862C2 (de) Absperr- bzw. Verkehrsleiteinrichtung
DE4422050C2 (de) Leitschwellenstrang
DE3733846C2 (fr)
DE102008052124A1 (de) Verkehrsleitwand
EP0917602B1 (fr) Systeme de protection par canalisation, notamment pour s'assurer des voies de circulation
EP1903146A2 (fr) Elément conducteur doté d'une face supérieure ayant une structure pouvant être lue et connecteur ainsi fabriqué d'une voie sur une route piétonne ou une piste cyclable
AT502935A1 (de) Leitwand
EP2262953B1 (fr) Système de retenue pour véhicule
DE19619787A1 (de) Fahrbahnbegrenzung für Go-Cart-Bahnen
DE3413790C2 (de) Behelfsfahrbahn
DE2946890C2 (de) Führungswand bei einem flexiblen Bahnstück einer Autorennbahnanlage mit freifahrenden, lenkbaren Spielfahrzeugen
EP0669424B1 (fr) Elément d'espacement pour fixer des largeurs de joints
DE19543397C1 (de) Leitwandelement zum Aufbau einer Amphibienleitwand
EP1467028B1 (fr) Elément de séparation en forme d'un segment de mur apte à être placé sur une sous-couche
EP0583684B1 (fr) Plaque de support pour ponts et rampes
DE10139891C1 (de) Leitschwellenstrang
DE8912563U1 (de) Leiteinrichtung
DE9006930U1 (de) Leitplankenstrang
DE19941735A1 (de) Leiteinrichtung zur Sicherung von Verkehrsflächen

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

17P Request for examination filed

Effective date: 19910104

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH ES FR GB GR IT LI LU NL SE

17Q First examination report despatched

Effective date: 19911115

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): AT BE CH ES FR GB GR IT LI LU NL SE

REF Corresponds to:

Ref document number: 76917

Country of ref document: AT

Date of ref document: 19920615

Kind code of ref document: T

ITF It: translation for a ep patent filed
GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)
PLBI Opposition filed

Free format text: ORIGINAL CODE: 0009260

ET Fr: translation filed
26 Opposition filed

Opponent name: FECHNER VERKEHRSANLAGEN GMBH

Effective date: 19920806

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: 19921031

NLR1 Nl: opposition has been filed with the epo

Opponent name: FECHNER VERKEHRSANLAGEN GMBH.

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2032093

Country of ref document: ES

Kind code of ref document: T3

REG Reference to a national code

Ref country code: GR

Ref legal event code: FG4A

Free format text: 3005513

EAL Se: european patent in force in sweden

Ref document number: 89119895.4

REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

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

Ref country code: ES

Payment date: 20080915

Year of fee payment: 20

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

Ref country code: IT

Payment date: 20080923

Year of fee payment: 20

Ref country code: NL

Payment date: 20080829

Year of fee payment: 20

Ref country code: FR

Payment date: 20080828

Year of fee payment: 20

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

Ref country code: CH

Payment date: 20081024

Year of fee payment: 20

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

Ref country code: AT

Payment date: 20080827

Year of fee payment: 20

Ref country code: BE

Payment date: 20080908

Year of fee payment: 20

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

Ref country code: SE

Payment date: 20081022

Year of fee payment: 20

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

Ref country code: GB

Payment date: 20081022

Year of fee payment: 20

Ref country code: GR

Payment date: 20080827

Year of fee payment: 20

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

BE20 Be: patent expired

Owner name: SCHUTZPLANKEN-PRODUKTIONS-G.M.B.H. & CO. K.G. *SPI

Effective date: 20091026

REG Reference to a national code

Ref country code: GB

Ref legal event code: PE20

Expiry date: 20091025

EUG Se: european patent has lapsed
REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20091027

NLV7 Nl: ceased due to reaching the maximum lifetime of a patent

Effective date: 20091026

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

Ref country code: ES

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20091027

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

Ref country code: NL

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20091026

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

Ref country code: GB

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20091025