EP1124013A2 - Système de gestion des changements de voie d'un véhicule - Google Patents

Système de gestion des changements de voie d'un véhicule Download PDF

Info

Publication number
EP1124013A2
EP1124013A2 EP01100553A EP01100553A EP1124013A2 EP 1124013 A2 EP1124013 A2 EP 1124013A2 EP 01100553 A EP01100553 A EP 01100553A EP 01100553 A EP01100553 A EP 01100553A EP 1124013 A2 EP1124013 A2 EP 1124013A2
Authority
EP
European Patent Office
Prior art keywords
guide
median
transfer system
hydraulic
threshold
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.)
Withdrawn
Application number
EP01100553A
Other languages
German (de)
English (en)
Other versions
EP1124013A3 (fr
Inventor
Leo Smyrek
Hans-Dieter Kaatz
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.)
Gunnebo Salzgitter GmbH
Original Assignee
Elkosta Security Systems GmbH
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 Elkosta Security Systems GmbH filed Critical Elkosta Security Systems GmbH
Publication of EP1124013A2 publication Critical patent/EP1124013A2/fr
Publication of EP1124013A3 publication Critical patent/EP1124013A3/fr
Withdrawn legal-status Critical Current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
    • E01F15/006—Lane control by movable lane separating barriers, e.g. shiftable barriers, retractable kerbs ; Apparatus or barriers specially adapted therefor, e.g. wheeled barriers

Definitions

  • Median crossing systems consist of two guide sleeper lines, each of which can be swiveled horizontally around a fixed point on a circular path.
  • the guiding threshold lines in turn consist of several guiding thresholds.
  • These guide thresholds each have a roller that is vertically displaceable. To pivot the guide sleeper strands, the rollers are moved vertically downward with each individual guide sleeper, so that the guide sleepers are mounted on the rollers and can be moved easily. The vertical displacement of the rollers is usually done pneumatically or hydraulically these days.
  • Corresponding pumps or compressors must be made available for this. Since the median strip transfer systems are often built more than 100m long, these compressors and / or pumps are so large today that they have to be accommodated in pump houses along the streets.
  • the task therefore is to provide a median crossing system make, which does not have the disadvantages of the prior art.
  • the pressure generating units become vertical Moving the rollers and driving the means for releasable connection of the two threshold lines and the drives for the rollers within the Guiding thresholds housed.
  • These thresholds have according to the ongoing Barriers off a New Jersey profile. It is surprising to those skilled in the art that succeeds in all the aggregates required for the respective drives and the control of the To accommodate median crossing system within the respective guiding thresholds.
  • the rollers are preferably driven by a hydraulic or pneumatic cylinder vertically shifted.
  • All hydraulic or pneumatic cylinders are preferred in one Leitschwellenstrang operated with a pressure generating unit, the Hydraulic and / or pneumatic cylinders are preferably connected in parallel, so that if one cylinder fails, the other cylinders cannot function properly is affected.
  • the hydraulic or pneumatic cylinders are advantageously designed such that the guide thresholds vertically even if a hydraulic or pneumatic cylinder fails can be moved.
  • This embodiment of the invention Median crossing system remains fully functional.
  • the drive of the rollers is an electric motor with an electric magnetic brake.
  • This embodiment has the advantage that the magnetic brake constantly dissipates heat, which also causes ice formation Condensate in the air lines of the pneumatics or an increase in the viscosity of the Oil in the hydraulic lines is reduced or avoided.
  • FIG. 1 shows a median strip transfer system with two guide threshold lines.
  • Figure 2 shows the connection between two guide thresholds.
  • FIG. 3 shows a means for connecting two guide threshold lines.
  • FIG. 4 shows a further means for connecting two guide threshold lines.
  • FIG. 5 shows an arrangement of the units within a guide threshold.
  • FIG. 1 shows a median strip transfer system 1 with two guide threshold lines 2, 3.
  • the threshold lines 2, 3 consist of several thresholds 5, which are interconnected. These guide thresholds 5 are connected via a shortened guide threshold 7 to a fixed point 8, about which they can also be pivoted horizontally, as shown.
  • Each threshold 5 has vertically displaceable rollers 6. When the rollers 6 are shifted downwards, the guide clamps 5 and thus the entire guide tie string can be moved horizontally on a circular path around the fixed point 8. After the guide sleeper strands have been moved, the rollers are moved vertically upwards and the guide sleeper rests on the ground with its frame or other supports. The rollers are moved vertically with a hydraulic cylinder.
  • At least one guide threshold has a drive 9 with which the The threshold line can be moved vertically.
  • This drive is preferably an electric motor that is equipped with an electromagnetic brake.
  • each guide threshold is preferably equipped with a measuring wheel, with which the distance that the respective threshold has traveled can be measured can.
  • the guiding thresholds are constructed as a frame construction, which with a Is coated.
  • the guiding thresholds have a so-called New Jersey profile.
  • a guardrail is about 5.8 meters long and has a weight of at least 1100 kg.
  • the guiding thresholds are four Rubber buffers stored.
  • the rubber buffers face wet asphalt at least a coefficient of friction of 0.75.
  • Figure 2 shows the connection between two guide thresholds in several sections.
  • two guide thresholds are connected with two means 4, 12 and braced together.
  • the means 4, 12 are arranged at the level of the frame 17 and should be attached as far out as possible on the guide threshold.
  • the means 4 is a screw
  • the means 12 is a tube.
  • the pipe is arranged horizontally and its longitudinal axis is at a right angle to the longitudinal axis of the guide sleeper. The pipe is pressed together by the screw and thus the screw and pipe are prestressed. In the present case, the preload is 100 kN.
  • the tube is dimensioned in terms of its length, its diameter, its wall thickness and the material from which it is made in such a way that it can absorb 126.6 kJ of kinetic energy and is deformed in the process.
  • the person skilled in the art understands that the tube can also be dimensioned such that it can absorb significantly more or substantially less kinetic energy. Since the pipe is deformed after a severe impact, it must be replaced afterwards.
  • the guide sleepers In the upper area, the guide sleepers have a further screw connection 18, but which is not biased. Above that in the top of the guardrail are the Guide thresholds through two rectangular tubes 19, 20, which are inserted into each other are connected.
  • the tubes 19, 20 are dimensioned so that the tube 20 in the tube 19 has horizontal play.
  • the sheets 21, 22 have horizontal elongated holes.
  • FIG. 3 the connection between two guide threshold lines 2, 3 is shown.
  • the guide threshold strands are connected or braced at the end 10 by means 11, 16.
  • the bolts 13, 16 are located completely within the guide sleeper strand 2 and the vertically displaceable latch 15 is raised such that its lower end 24 is located above the edge 25.
  • the bolt 13 is pushed at least so far into the slotted sleeve 26 that the nose 14 of the bolt 13 is no longer below the bolt 15.
  • the bolt 15 is lowered until it almost rests on the bolt 13, and then the bolt 13 is retracted until it rests with the nose 14 on the bolt 15 and the bolt is pretensioned with at least 200 kN.
  • the bolt 13 and the bolt 15 are driven hydraulically.
  • the bolt 16 is inserted into the sleeve 27. This However, the bolt is not tightened.
  • FIG. 4 shows the same device for connecting and bracing the two guide threshold strands 2, 3, except that the bolts 16 and 13 have a common drive in this case.
  • FIG. 5 shows the arrangement of the units within the guide threshold lines 2, 3.
  • the lifting cylinders 29 and the locking cylinders 31, 32 are driven by the hydraulic pumps 30. All units are housed within the guiding thresholds and thus well protected against frost and destruction.
  • the median crossing system is easy to install because the road does not have to be torn open to lay the pressure lines. There are no roadside buildings that pose a safety risk.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Non-Portable Lighting Devices Or Systems Thereof (AREA)
EP01100553A 2000-02-01 2001-01-10 Système de gestion des changements de voie d'un véhicule Withdrawn EP1124013A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10004250 2000-02-01
DE2000104250 DE10004250A1 (de) 2000-02-01 2000-02-01 Mittelstreifenüberleitsystem

Publications (2)

Publication Number Publication Date
EP1124013A2 true EP1124013A2 (fr) 2001-08-16
EP1124013A3 EP1124013A3 (fr) 2003-09-10

Family

ID=7629388

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01100553A Withdrawn EP1124013A3 (fr) 2000-02-01 2001-01-10 Système de gestion des changements de voie d'un véhicule

Country Status (3)

Country Link
EP (1) EP1124013A3 (fr)
DE (1) DE10004250A1 (fr)
NO (1) NO20010387L (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100497838C (zh) * 2006-04-14 2009-06-10 徐亚军 移动交通隔离系统
EP2784222A1 (fr) * 2013-03-27 2014-10-01 Kaufmann AG Dispositif de glissière de sécurité, notamment système de transfert de glissière de sécurité, avec unité de verrouillage et abaissement court

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008016837B4 (de) * 2008-04-01 2016-02-18 Heintzmann Sicherheitssysteme Gmbh & Co. Kg Leiteinrichtung an Verkehrswegen mit einer horizontal schwenkbaren Leitschwelle
CN109235326B (zh) * 2018-09-13 2021-03-26 北京城建十六建筑工程有限责任公司 一种走行施工护栏系统的装配式分路道岔轨道
CN112227273B (zh) * 2020-09-29 2022-04-01 中交烟台环保疏浚有限公司 一种市政道路潮汐车道结构

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU482604B2 (en) * 1973-11-02 1976-05-06 Commissioner of Main Roads N.S.W. A moveable partition for use as a road median strip
DE8915625U1 (fr) * 1989-11-09 1990-11-22 Spig Schutzplanken-Produktions-Gesellschaft Mbh & Co Kg, 6612 Schmelz, De
EP0690176A1 (fr) * 1994-06-27 1996-01-03 SPIG SCHUTZPLANKEN-PRODUKTIONS-GESELLSCHAFT MBH & CO.KG File de modules séparateurs

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4337074A1 (de) * 1993-10-29 1995-05-04 Sps Schutzplanken Gmbh Passive Schutzeinrichtung für Verkehrswege, insbesondere beim Fahrbahnwechsel

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU482604B2 (en) * 1973-11-02 1976-05-06 Commissioner of Main Roads N.S.W. A moveable partition for use as a road median strip
DE8915625U1 (fr) * 1989-11-09 1990-11-22 Spig Schutzplanken-Produktions-Gesellschaft Mbh & Co Kg, 6612 Schmelz, De
EP0690176A1 (fr) * 1994-06-27 1996-01-03 SPIG SCHUTZPLANKEN-PRODUKTIONS-GESELLSCHAFT MBH & CO.KG File de modules séparateurs

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100497838C (zh) * 2006-04-14 2009-06-10 徐亚军 移动交通隔离系统
EP2784222A1 (fr) * 2013-03-27 2014-10-01 Kaufmann AG Dispositif de glissière de sécurité, notamment système de transfert de glissière de sécurité, avec unité de verrouillage et abaissement court

Also Published As

Publication number Publication date
NO20010387L (no) 2001-08-02
DE10004250A1 (de) 2001-08-02
NO20010387D0 (no) 2001-01-23
EP1124013A3 (fr) 2003-09-10

Similar Documents

Publication Publication Date Title
AT391724B (de) Leitplankentor
DE3827030C2 (de) Fahrwegseitenbegrenzung
DE202006020257U1 (de) Verkehrs-Leit-Einrichtung
EP2664713A2 (fr) Ouverture de secours pour une paroi de protection mobile
EP2020460A2 (fr) Dispositif de transition d'un mur de protection en béton à une barrière de sécurité en acier sur routes
DE3816644C2 (de) Sperrpfosten
EP0311015B1 (fr) Dispositif formant glissière de sécurité
DE4422050C2 (de) Leitschwellenstrang
DE3811862C2 (de) Absperr- bzw. Verkehrsleiteinrichtung
EP1124013A2 (fr) Système de gestion des changements de voie d'un véhicule
DE2116060C3 (de) Leiteinrichtung für Straßen, insbesondere an Brücken, Überführungen u.dgl
DE202012001738U1 (de) Verbindungsvorrichtung für eine Betonschutzwand an Straßen
DE202009000423U1 (de) Fahrzeugrückhaltesystem
DE3611372A1 (de) Strassensperre
DE19943229A1 (de) Leitschwellenanordnung als schwenkbare Mittelstreifenschranke
EP1124012A2 (fr) Système de gestion de changement de voie
DE3035422C2 (de) Kreuzung einer ersten Fahrbahn für mechanisch spurgeführte Fahrzeuge mit einer anderen Fahrbahn für nicht-spurgeführte Straßenfahrzeuge
EP2711462A1 (fr) Pont de signalisation
EP4299833A1 (fr) Système de retenue et/ou de protection contre le bruit de véhicule avec fondation préfabriquée
DE69916641T2 (de) Verbesserungen an oder in bezug auf bahnanlagen für schienenfahrzeuge
DE19623454C2 (de) Verfahren zum Herstellen und Verbauen von Gräben
WO2020193084A1 (fr) Pont mobile et élément portique, et élément chaussée pour le pont mobile
DE202008000234U1 (de) Sperranlage für Fahrwege
DE202011005689U1 (de) Fahrzeugrückhaltesystem
DE102013107462A1 (de) Schutzwand zur Sicherung von Fahrwegen und Schutzwandelement für eine solche

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

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Extension state: AL LT LV MK RO SI

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

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20030801