EP3363949B1 - Procédé et dispositif de discontinuation d'une barrière de voie ferrée - Google Patents

Procédé et dispositif de discontinuation d'une barrière de voie ferrée Download PDF

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Publication number
EP3363949B1
EP3363949B1 EP18020068.5A EP18020068A EP3363949B1 EP 3363949 B1 EP3363949 B1 EP 3363949B1 EP 18020068 A EP18020068 A EP 18020068A EP 3363949 B1 EP3363949 B1 EP 3363949B1
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EP
European Patent Office
Prior art keywords
track
rising arm
arm
parts
support
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP18020068.5A
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German (de)
English (en)
Other versions
EP3363949A1 (fr
Inventor
Axel Scherer
Reinhard Friedrichs
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.)
Wso Warnsysteme und Sicherungstechnische Organisation Fahrweg GmbH
Original Assignee
Wso Warnsysteme und Sicherungstechnische Organisation Fahrweg GmbH
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Publication of EP3363949A1 publication Critical patent/EP3363949A1/fr
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B26/00—Tracks or track components not covered by any one of the preceding groups
    • E01B26/005—Means for fixing posts, barriers, fences or the like to rails

Definitions

  • the invention relates to a method for temporary interruption of a track barrier of mobile anti-theft systems according to the preamble of the preamble of claims 1 or 2 and a Gleisabsperrungsabsacrificing according to the preamble of the preamble of claim 3.
  • Gleisabsperronne of mobile track safety systems serve to secure construction work on two- and multi-track routes while driving on the operating track in the period of construction on the running parallel to the operating track work track, the track barrier the danger area of the operating track spatially delimited from the working area of the working track and on the Rail foot of the operating track is attached.
  • a track barrier consists of arranged along the operating track, attached to the rail foot post and the posts interconnecting Absperrholmen or Absperrpaneelen.
  • the posts consist of a horizontal, usually perpendicular to the rail part connected to a Schienenfußhalterung, and an emerging part, often referred to as a frame, the one or more fastening devices for the Absperrholme or -paneele has.
  • the Schienenfußhalterung is passed under the rail of the service track and attached to the rail foot.
  • the rail foot mount also has a receptacle for the vertically upstanding frame ( WO 95/34719 A1 ).
  • the track barrier described therein consists of a Schienenfußhalterung, a device carrier, Holmhalter and a Absperrholm.
  • a device carrier for receiving the Holmhalters is arranged.
  • the spar holder has an L-shape and is plugged for locking with its horizontal leg in the device carrier, with its distinguished leg is angled obliquely. before it runs vertically upwards and has in this area retaining bracket for locking the Absperrholms.
  • the distance of Absperrholme to the rail can be telescopically varied.
  • To support the weight of the spar holder and the Absperrholme can be pulled out of the vertical leg of the spar holder down a support rod and secured by a pin and holes in the spar holder and in the extension of the support rod.
  • the track safety In particular operations, such as controlling the operation of a rebuild machine on the work track, the track safety must be temporarily removed to allow workers, so-called side runners, access to the track safety area between the service track and the work track to enable the work process observe the conversion machine and can intervene if necessary. Thus, in the area lying in front of the conversion machine, the track safety device has to be dismantled and, after passing through the conversion machine of this area, the track safety device has to be rebuilt.
  • the disadvantage of the above-mentioned technical solutions is that in the above-mentioned measures each time the entire DC fuse from the rail or from the Holmhaltern the Schienenfußhalterung removed, stored next to the rail and then all parts must be reinstalled.
  • Holmhalter and Absperrholme must be made so that they do not hinder the side runner and give them a specific Sure-footedness allows.
  • the dismantling and construction as well as the sure-footed storage of the partially heavy constructions is very time-consuming, binds many workers and means a high physical stress for the workers.
  • a risk of accidents for the side runner, among other things, because of the required speed of work can never be completely ruled out.
  • the track barrier described therein consists of a fastening element, an intermediate element and a support element.
  • a rail saddle is arranged at one end, with which the fastening element is attached to the rail.
  • a tube is arranged at the opposite end.
  • the intermediate element consists of a tube which is bent at one end by 45 °. The straight end of the tube of the intermediate element can be plugged into the tube of the fastening element. Through holes in both tubes, the intermediate element by means of a pin which is inserted through the superimposed holes of the elements, are firmly connected to the fastener.
  • the support element also consists of a tube which is angled at one end by 45 °. At the straight end brackets for shut-off elements are arranged. The angled end of the intermediate element and the angled end of the support element are connected to each other via holes and pins hinge-like. This connection allows folding of the support member to the fastener out or away. Due to the possibility of folding over, it is not necessary to dismantle the entire track barrier and then assemble it.
  • control clearance profile is the area in which all buildings adjacent to a railway track may not protrude, so that all vehicles can move without risk.
  • the cross section of the control clearance profile essentially corresponds to the Clearance profile whose defined boundary line determines the vertical transverse plane of a route, such as railroad tracks or roads, of a vehicle.
  • the track barrier described is not suitable for a folding operation towards the fastener.
  • the control clearance profile is not traversed.
  • this variant of folding has the disadvantage that the support element, even during the folding operation and also thereafter in the work area of the conversion machine protrudes and interferes with the work process.
  • the object of the invention is to change the known Gleisabsperronneus so that their temporary interruption neither occurs with a traversal of the control clearance profile, still protruding in the folded state in the working area of the conversion machine.
  • the horizontal level of the folded racks also provides an ideal and safe base for walk-in planks.
  • Parts of the track barrier do not have to be dismantled or stored. They remain firmly connected to the carrier and thus to the rail of the service track.
  • the restoration of the track barrier is done in a simple way by two variants. On the one hand, it is possible to restore the track barrier by pushing the frame away from the rail foot bracket, raising the end of the upright frame facing the rail foot bracket, and then sliding it back towards the rail foot bracket. In the second variant, the frame is pushed away from the Schienenfußhalterung and pivots the folded part of the frame in the vertical position.
  • the track locking portion according to the invention with the features of claim 3 allows entry of the locking means, which consist of a plank, in a horizontal position, so that they can be used as a running surface of the side runners. This reduces the risk of injury to the side runner as he no longer has to walk in the ballast bed of the operating track, but can walk on a level surface.
  • the track blocking portion according to the invention which has a frame with an uprising leg, which is longitudinally displaceable to a carrier, also allows the quick and easy folding and moving the racks of track barrier. In addition, no storage of disassembled parts is required because they remain connected to each other and in the folded state or with the carrier.
  • the emerging parts of the rising leg are divided in a direction perpendicular to the rail plane.
  • two planks, which are attached to an emerging leg can be folded independently.
  • a rail support bracket including carrier and frame is saved per blocking element, and it is possible that nevertheless each locking element can be pivoted separately
  • planks are telescopically extendable. This allows the distance of the rail foot support to be varied, which is necessary at different threshold distances or on the rail located welds.
  • the locking means are on the inside of the rising leg, when the pivoting is done to the outside with subsequent displacement.
  • the locking means Upon pivoting of the locking means inwardly towards the rail foot mounting, the locking means is located on the outside of the upstanding leg, thereby ensuring that the frame is always under the plank and thus the running surface has no obstacles to the side runner.
  • Fig. 1 schematically shows a working track 1 and an operating track 2, each having a right and a left rail 3.
  • a mobile Gleisabsperrung 4 consisting of a Schienenfußhalterung 5, a support 6 and a frame, which has a horizontal leg 7 and an upstanding leg 8, and serving as a locking means 9 plank.
  • the control clearance profile 10 of a train not shown here is located, indicating the boundary of the clear space, which is kept free at each track for rail vehicles, ie not built and must not be provided with shut-off devices.
  • the track barrier 4 is in Fig. 1 shown in the upright, so blocking, state.
  • the area of the track barrier 4 on the operating track 2 must be freely accessible in the case of conversion work on the working track 1 for the so-called side runners, who must monitor the operation of a here also not shown, working on the work track conversion machine and possibly intervene in their operation.
  • the track shut-off must be interrupted in the area shortly before until shortly after the conversion machine on the operating track 2.
  • the invention offers two variants.
  • the frame is L-shaped and is received with its horizontal leg 7 longitudinally displaceable in the carrier 6.
  • the up-and-coming leg 8, to which the plank is fastened on the inside facing the rail-foot bracket, is connected in an articulated manner to the horizontal leg 7 of the frame.
  • the plank is pivoted with the articulated rising leg 8 of the frame in the direction of working track 1 and, once it has reached the horizontal position, pushed in the direction of Schienenfußhalterung 5 until it rests on the support 6.
  • Fig. 1 In the second variant is how out Fig. 1 to recognize the plank attached to the outside of the emerging and hingedly connected to the frame leg 8 and is pushed with this first in the direction of working track (or pulled out of the carrier 6). Is the plank with the distinguished leg 8 of the frame sufficiently far out of the support 6 pulled out, so that a pivoting of the rising leg 8 in the direction Schienenfußhalterung can be done without traversing the control clearance profile 10, the plank with the distinguished Leg 8 of the frame pivoted towards the operating track until it rests on the support 6. Subsequently, the folded plank is pushed with the rising leg 8 back towards the operating track, so that it does not protrude into the work area of the conversion machine. To restore the barrier function of the plank, the process just described in the reverse order.
  • the frame is divided in the longitudinal direction. As a result, it is not necessary to install a complete frame with a separate rail foot mount 5 together with support 6 for each plank, but each plank is mounted on one longitudinal half of the frame and can therefore be pivoted separately, while the adjacent planks remain in their locked position.
  • the planks are designed in such a way that they can be pulled out telescopically.
  • the Schienenfußhalteronne 5 can be set flexibly and the planks are adjusted accordingly.
  • planks pose no obstacles when placed on the racks and also can be used as a running surface 11 at the same time, the planks are in the event that the distinguished leg 8 of the frame is pivoted towards Schienenfußhalterung 5, on the outside of the rising leg. 8 mounted on the frame. In the event that the emerging leg 8 of the frame is pivoted in the opposite direction to the working track 2 out and possibly longitudinally displaced in or on the carrier 6, the plank is located on the inside of the rising leg 8 of the frame. Thus, there is always a flat surface on the top of the frame. 7

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Train Traffic Observation, Control, And Security (AREA)

Claims (7)

  1. Procédé, destiné à interrompre temporairement un barrage de voie (4) d'une installation mobile de sécurisation de voie de trajets ferroviaires multivoies, le barrage de voie (4) étant constitué d'un dispositif de maintien de patin de rail (5) destiné à être fixé sur un patin de rail d'un rail (3) de la voie de service (2) du trajet ferroviaire, d'un support (6) assemblé avec celui-ci et d'une armature, l'armature comportant une branche horizontale (7) et une branche émergente (8), sur la branche émergente (8) étant placé au moins un moyen de blocage (9) s'écoulant le long de la voie, la branche émergente (8) étant assemblée de manière articulée avec la branche horizontale et si la branche émergente (8) est constituée de plusieurs pièces assemblées les unes aux autres de manière angulaire, également les pièces de la branche émergente (8) étant assemblées les unes aux autres de manière articulée, pour interrompre le barrage de voie (4), la branche émergente (8) ou les pièces de celle-ci étant déplacée ou déplacées à l'horizontale au-dessus du support (6),
    caractérisé en ce que
    la branche émergente (8) ou les pièces de celle-ci est ou sont déplaçable(s) le long du support (6), la branche émergente (8) ou les pièces de celle-ci étant pivotée(s) en éloignement du dispositif de maintien de patin de rail (5) et dès que la branche émergente (8) ou les pièces de celle-ci a ou ont atteint une position horizontale, celle(s)-ci étant déplacée(s) le long du support (6), dans la direction du dispositif de maintien de patin de rail (5).
  2. Procédé, destiné à interrompre temporairement un barrage de voie (4) d'une installation mobile de sécurisation de voie de trajets ferroviaires multivoies, le barrage de voie (4) étant constitué d'un dispositif de maintien de patin de rail (5) destiné à être fixé sur un patin de rail d'un rail (3) de la voie de service (2) du trajet ferroviaire, d'un support (6) assemblé avec celui-ci et d'une armature, l'armature comportant une branche horizontale (7) et une branche émergente (8), sur la branche émergente (8) étant placé au moins un moyen de blocage (9) s'écoulant le long de la voie, la branche émergente (8) étant assemblée de manière articulée avec la branche horizontale et si la branche émergente (8) est constituée de plusieurs pièces assemblées les unes aux autres de manière angulaire, également les pièces de la branche émergente (8) étant assemblées les unes aux autres de manière articulée, pour interrompre le barrage de voie (4), la branche émergente (8) ou les pièces de celle-ci étant déplacée ou déplacées à l'horizontale au-dessus du support (6),
    caractérisé en ce que
    la branche émergente (8) ou les pièces de celle-ci est ou sont déplaçable(s) le long du support (6), la branche émergente (8) ou les pièces de celle-ci étant poussée(s) en éloignement du dispositif de maintien de patin de rail (5) et pivotée(s) par la suite vers le dispositif de maintien de patin de rail (5) et dès que la branche émergente (8) ou les pièces de celle-ci a ou ont atteint une position horizontale, celle-ci ou celles-ci étant déplacée(s) en retour le long du support (6), dans la direction du dispositif de maintien de patin de rail (5).
  3. Tronçon de barrage de voie destiné à interrompre temporairement un barrage de voie (4) d'une installation mobile de sécurisation de voie de trajets ferroviaires multivoies, le tronçon de barrage de voie étant constitué d'un dispositif de maintien de patin de rail (5) destiné à être fixé sur un patin de rail d'un rail (3) de la voie de service (2) du trajet ferroviaire, d'un support (6) assemblé avec celui-ci et d'une armature, l'armature comportant une branche horizontale (7) et une branche émergente (8), sur la branche émergente (8) étant placé au moins un moyen de blocage (9) s'écoulant le long de la voie en position fixée, la branche émergente (8) étant assemblée de manière articulée avec la branche horizontale (7), si la branche émergente (8) est constituée de plusieurs pièces assemblées les unes aux autres de manière angulaire, également les pièces de la branche émergente (8) étant assemblées les unes aux autres de manière articulée, pour interrompre le barrage de voie (4), la branche émergente (8) ou les pièces de celle-ci étant déplaçable ou déplaçables à l'horizontale au-dessus du support (6),
    caractérisé en ce que
    dans la position horizontale de la branche émergente (8), l'au moins un moyen de blocage (9) forme une surface de roulement (11) et la branche émergente (8) ou les pièces de celle-ci est ou sont déplaçable(s) le long du support (6).
  4. Tronçon de barrage de voie selon la revendication 3,
    caractérisé en ce que
    la branche émergente (8) ou les pièces de celle-ci sont divisées dans un plan vertical, s'écoulant à angle droit par rapport au rail (3).
  5. Tronçon de barrage de voie selon la revendication 3 ou 4,
    caractérisé en ce que
    le moyen de blocage (9) est extractible de manière télescopique.
  6. Tronçon de barrage de voie selon l'une quelconque des revendications 3 à 5,
    caractérisé en ce que
    l'au moins un moyen de blocage (9) est monté sur la face intérieure de la branche émergente (8) qui montre dans la direction du dispositif de maintien de patin de rail (5).
  7. Tronçon de barrage de voie selon l'une quelconque des revendications 3 à 5,
    caractérisé en ce que
    l'au moins un moyen de blocage (9) est monté sur la face extérieure de la branche émergente (8) qui s'éloigne du dispositif de maintien de patin de rail (5) .
EP18020068.5A 2017-02-17 2018-02-16 Procédé et dispositif de discontinuation d'une barrière de voie ferrée Active EP3363949B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102017103285 2017-02-17

Publications (2)

Publication Number Publication Date
EP3363949A1 EP3363949A1 (fr) 2018-08-22
EP3363949B1 true EP3363949B1 (fr) 2019-09-11

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ID=61244350

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EP18020068.5A Active EP3363949B1 (fr) 2017-02-17 2018-02-16 Procédé et dispositif de discontinuation d'une barrière de voie ferrée

Country Status (2)

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EP (1) EP3363949B1 (fr)
DE (1) DE102018103538A1 (fr)

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PL177563B1 (pl) 1994-06-16 1999-12-31 Oertner Hansjuergen Urządzenie do mocowania stojaka na profilu ułożonego toku szynowego
DE29504415U1 (de) * 1995-03-15 1995-05-11 EDB Eisenbahndienstleistungen und Bahntechnik GmbH, 21465 Reinbek Absperrung für Gleisbaustellen
FR2928384A1 (fr) * 2008-03-07 2009-09-11 Vape Rail Internat Sa Ensemble d'elements permettant de constituer une barriere de protection pour une voie ferree
NL2002682C2 (nl) * 2009-03-30 2010-10-04 Roof Safety Systems B V Beveiligingsconstructie voor een spoorlijn.
FR2973399B1 (fr) * 2011-03-30 2016-02-12 Solytek Barrieres de protection pour travaux sur voie ferree.
DE202011101596U1 (de) * 2011-05-31 2011-11-07 René Purle Gleissicherungseinrichtung (Feste Absperrung)
US20140155973A1 (en) 2012-12-05 2014-06-05 Spinal Modulation, Inc. Tissue-captured anchors and methods of use
DK2806064T3 (en) 2013-05-21 2015-10-19 Stölting Rail Tec Gmbh Track safety device and track barrier with a track safety device
KR101590961B1 (ko) * 2015-04-28 2016-02-03 주식회사 서현기술단 철도 선로용 안전펜스

Non-Patent Citations (1)

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

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Publication number Publication date
DE102018103538A1 (de) 2018-08-23
EP3363949A1 (fr) 2018-08-22

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