EP1253245A1 - Procédé d'utilisation alternative de voies ferrées - Google Patents

Procédé d'utilisation alternative de voies ferrées Download PDF

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Publication number
EP1253245A1
EP1253245A1 EP01109883A EP01109883A EP1253245A1 EP 1253245 A1 EP1253245 A1 EP 1253245A1 EP 01109883 A EP01109883 A EP 01109883A EP 01109883 A EP01109883 A EP 01109883A EP 1253245 A1 EP1253245 A1 EP 1253245A1
Authority
EP
European Patent Office
Prior art keywords
plate
prefabricated part
rails
shows
rail
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
EP01109883A
Other languages
German (de)
English (en)
Other versions
EP1253245B1 (fr
Inventor
Hans-Joachim Büse
Thomas Dr. George
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to DE50111688T priority Critical patent/DE50111688D1/de
Priority to EP01109883A priority patent/EP1253245B1/fr
Priority to AT01109883T priority patent/ATE348917T1/de
Priority to SK557-2002A priority patent/SK5572002A3/sk
Priority to HU0201352A priority patent/HU225543B1/hu
Priority to PL353584A priority patent/PL202960B1/pl
Publication of EP1253245A1 publication Critical patent/EP1253245A1/fr
Application granted granted Critical
Publication of EP1253245B1 publication Critical patent/EP1253245B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • 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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00—Special pavings; Pavings for special parts of roads or airfields
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00—General structure of permanent way

Definitions

  • the invention relates to a method and finished parts for execution this procedure for other use of tracks.
  • all kinds of tracks have become permanent or temporarily shut down.
  • the decommissioning affects industrial track systems just like track systems, which were previously for the Passenger and / or freight traffic were used.
  • tram lines were shut down.
  • the tracks and sleepers and the ballast are removed.
  • a road surface is then usually applied and then a usual pavement.
  • the conversion of a previous one Track route to, for example, a bus route is relative complex and expensive.
  • the invention has for its object an inexpensive alternative for a retrofit completely or temporarily shut down Track systems to create another use. This The object is achieved by the characterizing part of the Claim 1) solved.
  • Decommissioned track systems usually have at the time of their Decommissioning the necessary load-bearing capacity for the previous ones Rail vehicles.
  • Rail vehicles Compared to, for example, motor vehicle wheels the steel wheels of rail vehicles have only one very small contact area on the rail, which ultimately almost equals a point load on the rail. Will be fine this point load due to the rigidity of the rails several sleepers distributed, but metal rails have a higher one Elasticity than, for example, concrete slabs.
  • the inventive method is that on the tread of disused tracks prefabricated parts for a subsequent one otherwise used.
  • This other use can be another means of transportation.
  • these finished parts can, for example be prefabricated concrete slabs. If these concrete slabs are a have a flat surface, then they can be used as a carriageway for wheeled vehicles be used. If these finished parts over the sleepers protrude and fully cover them, they provide weather protection for the sleepers. Through the rail height over the Swell creates a cavity, so especially from the side moisture can dry out.
  • the (concrete) prefabricated parts could have water drainage channels have, so that a targeted discharge of the surface water is possible.
  • a profiled design of the precast concrete enables Use of other means of transport, for example a magnetic levitation train.
  • the finished parts according to the invention do not have to be made of concrete. These can be used in particular for footpaths, for example hiking trails Components also consist of boards, so that a screed path is created.
  • prefabricated parts can also be made from a steel, preferably a steel profile construction.
  • Figure 1 shows a cross section through a railway embankment.
  • Figure 2 shows a further cross section through a railway embankment.
  • Figure 3 shows a perspective view of rails with a finished part.
  • Figure 4 also shows a cross section through a railway embankment.
  • Figure 5 shows a perspective view of an embodiment gem.
  • Figure 6 shows a modification of an embodiment according to. Figure 4.
  • Figure 7 shows a different use of a track system.
  • Figure 8 shows a further use of a track system.
  • Figure 9 shows a clamping device
  • Figure 10 shows a fastener
  • Figure 11 shows a cross section through an abutment of two finished parts.
  • Figure 12 shows a cross section through an abutment of two finished parts in another embodiment.
  • Figure 13 shows a constructive solution for curves.
  • Figure 1 shows a schematic embankment (1).
  • a threshold (2) On the railway embankment (1) there is a threshold (2). Are on the threshold (2) Rails (3) attached. The finished part lies on the rails (3) (20) a plate (4).
  • the plate (4) is advantageously a concrete slab.
  • the plate 4 has limitations on its underside 28 on. In this embodiment, the limitations are 28 arranged between the rails 3. It is obvious, that the boundaries 28 also to the left and right of the rails 3 can be arranged (not shown). The limitations 28 serve that the plate 4 relative to the rails 3 relative is positioned. Arranged for the almost straight sections Rails 3 can also limit 28 completely or substantially extend over the entire length of the plate 4.
  • Figure 2 also shows the railway embankment (1), the threshold (2) and the Rail (3).
  • the finished part (20) the plate (41) has a phi-shaped cross section.
  • Legs (29) of Phi-shaped cross-sections rest on the rails (3).
  • the legs (29) can stretch straight over the entire length extend the plate (41).
  • the rails are curved (3) the legs (29) are to be reduced to block-shaped areas (explained in more detail in Figure (1)).
  • FIG. 3 shows a perspective illustration of rails (3) with a finished part (20).
  • the finished part is made (20) from two bars (21).
  • the bars (21) are parallel to the Rails (3) arranged so that a substantially positive There is a connection between the rails (3) and the beams (21), which prevents the finished part (20) from moving laterally.
  • the bars (21) can be made of wood. However, it is also the use of other materials, such as hollow profiles made of metal, possible.
  • Planks (22) are attached to the beams (21). Several planks (22) result in connection with the beams (21) a finished part (20). Over the entire route of the rails (3) a large number of finished parts (20) (only one shown) arranged one behind the other. This creates a boardwalk, which can be used as a hiking trail, for example.
  • the use of wood for the beams (21) has the advantage that in crossing or switch areas of the rail (3) (not shown) Cutouts in the beams (21) are produced in a simple manner can be. For this, the bars (21) in the relevant Area can only be sawn out.
  • Figure 4 also shows a cross section through a railway embankment (1), the threshold (2) and the rails (3).
  • the plate (42) a profiled Cross-section. Part of the plate is a maintenance route (5).
  • On another section of the plate (42) is as a substructure (6) for one Pipeline (7) designed.
  • the pipe (7) can be a district heating line be a water supply line, an oil or Gas pipeline or pipe for other uses by a gaseous or liquid substance.
  • Figure 5 shows a perspective view of another embodiment according to Figure 4. It is shown that the substructure (6) for the pipeline does not extend the entire length the plate (42) must extend. To achieve the load capacity it is sufficient if the substructure (6) in the form of one (or more) short blocks is designed.
  • FIG. 6 shows a modification of an embodiment according to FIG. 3.
  • an A-frame is on the rails (3) as a finished part (20)
  • Support element (8) provided.
  • the support element (8) is advantageously a steel (profile) construction. However, it is a wooden structure is also conceivable. In particular, it can Supporting element (8) can also be arranged on a plate (44).
  • the Plate (44) can, as described in the previous embodiments consist of concrete or steel.
  • the support element (8) takes the pipe (7).
  • FIG. 7 shows a further embodiment with a railway embankment (1), the threshold (2) and the rails (3).
  • it is a lattice tower (9) as a power line mast. It is obvious that in place a power line mast also attached a telephone line mast can be.
  • FIG. 8 shows a modification of an embodiment according to FIG. 7.
  • a mobile radio mast (23) is arranged on a plate (43).
  • the finished part (20) (not numbered in Figure 8) only from the plate (43) or from the Plate (43) with the pre-assembled transmission mast (23).
  • the embodiment of the load capacity of the rails is thus (3) used as a foundation for the transmission mast (23).
  • outdoor cabling as shown in Figure 8, can be provided.
  • the plate (4, 41, 42, 43, 44) according to the aforementioned embodiments can by a (not shown) clamping element be connected to the rail (3) in the manner according to the invention.
  • FIG. 9 shows a clamping device for a finished part (20) (in this embodiment, a plate (4)) in the form of an exploded view.
  • a through hole in the plate (4) (10).
  • the slab (4) is a concrete slab, it is advantageous if there is a socket (11) made of metal in the through hole (10) located.
  • the plate (4) consists of metal, this can Bushing (11) can be dispensed with in the manner according to the invention.
  • the clamping element is a rotary element (12).
  • the Rotary element (12) consists of a head (13), a shaft (14) and an eccentric disc (15).
  • the Head (13) designed as a square, so that commercially available tools, such as for screwing rails can be used.
  • the shaft (14) By a rotary movement of the head (13) moves over the shaft (14) also the eccentric (15) so that it jams on the rail (3).
  • Rotary elements (12) may be arranged, preferably at least one per rail (3). It is conceivable that two rotating elements (12) are arranged side by side in such a way that their eccentric discs (15) opposite from left and right on the Access rail (3) (not shown). It is advantageous it also, however, if in parallel with the thresholds of Rails (3) at least one rotating element (12) on each rail (3) accesses.
  • an earth anchor (19) can also be arranged.
  • the ground anchor (19) can Iron rod, which is preferably pointed in the lower area, his.
  • the ground anchor (19) only has to the surface to be rammed so that it has its upper end is still in the through hole (10). It is obvious, that instead of the ground anchor (19) also a ground screw (not closer shown) can be used.
  • FIG 10 shows another embodiment of a fastener.
  • this embodiment there is one in the plate (4) (schematically shown) mounting plate (16) embedded.
  • mounting plate (16) is threaded (not detailed) ) Shown. With this thread a screw is (17) braced against the rail (3).
  • fasteners are arranged on both rails no abutment. In an advantageous manner, however, it makes sense if in such embodiments, the plate (4) an abutment (18).
  • FIG. 11 shows a cross section through the joint region of two against one another lying plates (4, 41, 42, 43, 44) (in Figure 11 only numbered as a plate (4)).
  • the plate (4) has one at its ends Tongue and groove profiling (24), so that two abutting Plates can be positively connected.
  • the tongue and groove profiling (24) a trapezoidal cross-section to make them slide together better to enable the plates (4). It is obvious, that however, a rectangular cross section is also possible.
  • the tongue and groove profiling (24) can be carried out in the manner according to the invention also be designed so that a joint (25) between the two Plates (4) remain even if the tongue and groove profiling (24) is fully interconnected (in Figure 11 is a continuous Fuge (25) shown).
  • the joint (25) can with bitumen or other suitable filler material (not ) Shown.
  • the plate (24) can also be a continuous pavement (26) can be applied.
  • This continuous road surface (26) has the advantage that possible with this Joints, slight warping, steps and the like can be compensated so that a continuous flat driving or Sidewalk arises.
  • Figure 12 shows a modification of Figure 11.
  • the end areas (27) of the plates (4) overlap designed.
  • too Road surface (26) are applied.
  • Figure 13 shows schematically the application of the invention to track curves.
  • the plates (4, 42, 43, 44) - in figure 13 only referred to as plates (4) - trapezoidal, so that they are against each other follow the curve of the rails (3).
  • the limitation (28) shown in Figure 1
  • the abutment (18) as in Figure 12
  • the bars (21) as shown in FIG. 3 not continuously over the entire length of the plate (4, 42, 43) can extend.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Forklifts And Lifting Vehicles (AREA)
  • Electrotherapy Devices (AREA)
  • Control Of Driving Devices And Active Controlling Of Vehicle (AREA)
  • Measurement And Recording Of Electrical Phenomena And Electrical Characteristics Of The Living Body (AREA)
  • Ceramic Products (AREA)
  • Vehicle Step Arrangements And Article Storage (AREA)
  • Lock And Its Accessories (AREA)
  • Supports For Pipes And Cables (AREA)
  • Railway Tracks (AREA)
EP01109883A 2001-04-23 2001-04-23 Procédé d'utilisation alternative de voies Expired - Lifetime EP1253245B1 (fr)

Priority Applications (6)

Application Number Priority Date Filing Date Title
DE50111688T DE50111688D1 (de) 2001-04-23 2001-04-23 Verfahren zur anderweitigen Nutzung von Bahngleisen
EP01109883A EP1253245B1 (fr) 2001-04-23 2001-04-23 Procédé d'utilisation alternative de voies
AT01109883T ATE348917T1 (de) 2001-04-23 2001-04-23 Verfahren zur anderweitigen nutzung von bahngleisen
SK557-2002A SK5572002A3 (en) 2001-04-23 2002-04-23 Method of alternative use of railway tracks and prefabricated elements for carrying out this method
HU0201352A HU225543B1 (en) 2001-04-23 2002-04-23 Procedure for alternative use of railway tracks and prefabricated unit and fastener therefore
PL353584A PL202960B1 (pl) 2001-04-23 2002-04-23 Sposób odmiennego wykorzystania torów

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP01109883A EP1253245B1 (fr) 2001-04-23 2001-04-23 Procédé d'utilisation alternative de voies

Publications (2)

Publication Number Publication Date
EP1253245A1 true EP1253245A1 (fr) 2002-10-30
EP1253245B1 EP1253245B1 (fr) 2006-12-20

Family

ID=8177213

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01109883A Expired - Lifetime EP1253245B1 (fr) 2001-04-23 2001-04-23 Procédé d'utilisation alternative de voies

Country Status (6)

Country Link
EP (1) EP1253245B1 (fr)
AT (1) ATE348917T1 (fr)
DE (1) DE50111688D1 (fr)
HU (1) HU225543B1 (fr)
PL (1) PL202960B1 (fr)
SK (1) SK5572002A3 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2436342A (en) * 2006-03-23 2007-09-26 Rosehill Polymers Ltd Panel for forming a surface over which a vehicle can travel
IT201800010140A1 (it) * 2018-11-08 2020-05-08 Francesco Ciro Scotto Sistema per la realizzazione di piste ciclopedonali o simili, a partire da tratti ferroviari dismessi.
FR3099936A1 (fr) * 2019-08-13 2021-02-19 Eurl Lagar Concept Couverture amovible sur une voie ferrée

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9352754B2 (en) 2011-10-26 2016-05-31 Hans-Joachim Buse Vehicle line
DE102014001531A1 (de) * 2014-02-07 2015-08-13 Mark Friedrich Bahnbrache, insbesondere denkmalgeschützte Bahnbrache

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE669195A (fr) * 1964-09-04
US3113722A (en) * 1961-08-29 1963-12-10 George K Kocher Apparatus for adapting railroad rails to pneumatic tired vehicles
US3760741A (en) * 1971-06-14 1973-09-25 Owens Illinois Inc Pallet
US3785741A (en) * 1972-02-28 1974-01-15 A Lodige Expansion joint construction for concrete slabs
EP0959178A1 (fr) * 1998-05-18 1999-11-24 SATEMO VF - Société Auxiliaire de Travaux et d'Entretien de Matériel et d'outillages de Voies Ferrées Dispositif de protection du personnel travaillant sur une voie ferrée
NL1011549C2 (nl) * 1998-03-13 1999-12-20 Moxa International B V Werkwijze en element voor het vervaardigen van een betonnen vloer voor een weg of een spoorbaan op een zich in de lengterichting uitstrekkende langwerpige drager.
US6016968A (en) * 1997-07-21 2000-01-25 Oldcastle Precast, Inc. Method of making a railway crossing

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3113722A (en) * 1961-08-29 1963-12-10 George K Kocher Apparatus for adapting railroad rails to pneumatic tired vehicles
BE669195A (fr) * 1964-09-04
US3760741A (en) * 1971-06-14 1973-09-25 Owens Illinois Inc Pallet
US3785741A (en) * 1972-02-28 1974-01-15 A Lodige Expansion joint construction for concrete slabs
US6016968A (en) * 1997-07-21 2000-01-25 Oldcastle Precast, Inc. Method of making a railway crossing
NL1011549C2 (nl) * 1998-03-13 1999-12-20 Moxa International B V Werkwijze en element voor het vervaardigen van een betonnen vloer voor een weg of een spoorbaan op een zich in de lengterichting uitstrekkende langwerpige drager.
EP0959178A1 (fr) * 1998-05-18 1999-11-24 SATEMO VF - Société Auxiliaire de Travaux et d'Entretien de Matériel et d'outillages de Voies Ferrées Dispositif de protection du personnel travaillant sur une voie ferrée

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2436342A (en) * 2006-03-23 2007-09-26 Rosehill Polymers Ltd Panel for forming a surface over which a vehicle can travel
IT201800010140A1 (it) * 2018-11-08 2020-05-08 Francesco Ciro Scotto Sistema per la realizzazione di piste ciclopedonali o simili, a partire da tratti ferroviari dismessi.
FR3099936A1 (fr) * 2019-08-13 2021-02-19 Eurl Lagar Concept Couverture amovible sur une voie ferrée

Also Published As

Publication number Publication date
EP1253245B1 (fr) 2006-12-20
SK5572002A3 (en) 2003-02-04
HUP0201352A3 (en) 2003-03-28
HU225543B1 (en) 2007-03-28
PL353584A1 (en) 2002-11-04
HUP0201352A2 (hu) 2002-11-28
HU0201352D0 (fr) 2002-06-29
ATE348917T1 (de) 2007-01-15
PL202960B1 (pl) 2009-08-31
DE50111688D1 (de) 2007-02-01

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