EP1136622A2 - Recouvrement de voie ferrée - Google Patents

Recouvrement de voie ferrée Download PDF

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Publication number
EP1136622A2
EP1136622A2 EP01890078A EP01890078A EP1136622A2 EP 1136622 A2 EP1136622 A2 EP 1136622A2 EP 01890078 A EP01890078 A EP 01890078A EP 01890078 A EP01890078 A EP 01890078A EP 1136622 A2 EP1136622 A2 EP 1136622A2
Authority
EP
European Patent Office
Prior art keywords
track
covering
rail
rails
longitudinal edge
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
EP01890078A
Other languages
German (de)
English (en)
Other versions
EP1136622B1 (fr
EP1136622A8 (fr
EP1136622A3 (fr
Inventor
Bernhard Neumann
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.)
Gmundner Fertigteile GmbH and Co KG
Original Assignee
Gmundner Fertigteile GmbH and Co KG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Gmundner Fertigteile GmbH and Co KG filed Critical Gmundner Fertigteile GmbH and Co KG
Priority to AT01890078T priority Critical patent/ATE327387T1/de
Publication of EP1136622A2 publication Critical patent/EP1136622A2/fr
Publication of EP1136622A8 publication Critical patent/EP1136622A8/fr
Publication of EP1136622A3 publication Critical patent/EP1136622A3/fr
Application granted granted Critical
Publication of EP1136622B1 publication Critical patent/EP1136622B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00Special pavings; Pavings for special parts of roads or airfields
    • E01C9/04Pavings for railroad level-crossings

Definitions

  • the invention relates to a track covering, which from covering plates inserted between the two rails of a track and possibly also from the outside Rails is then formed covering sheets, which covering panels are made of a composite material and at least on an edge facing a rail with support lugs are provided, which with the insertion of elastic inserts in the engage lateral recess of the rail in question, wherein the composite material consisting of several components mixed together is formed.
  • Track coverings of the aforementioned type are in different Embodiments are known and are mostly used to form on Road level intersections or similar on Traffic areas in the area of manufacturing or storage facilities or the damping of the Driving on track systems arising noise, occasionally also a walkability of such sound-absorbing track coverings is being considered.
  • the aforementioned type is the production of those required for mounting Boards and their laying on the track mostly with an undesirable great effort, which often leads to difficulties result from the fact that, due to the weight of the plates and through special manipulation steps, which during installation and when lifting the panels must be made special lifting equipment and other devices are to be used, what in confined spaces Available space, e.g. rule in tunnels, too can cause considerable difficulties.
  • the track covering according to the invention of the type mentioned at the beginning is characterized in that at least those between the Cover plates inserted into both rails of the track Form of a U-profile running transversely to the longitudinal direction of the rail have, which consists of a substantially flat top wall and their transverse edges running transversely to the longitudinal direction of the rail arranged flange ribs projecting downward from the top wall is formed, which in at least one of the rails engaging support lugs formed only by the flange ends are which on that longitudinal edge of the top wall, which in the longitudinal direction of the rail concerned, border.
  • the slabs forming the track covering can by their simple shape with relatively little Effort can be made, with a good carrying capacity of this Plates can be achieved with a relatively low weight can. It can be a good resilience sufficient for intensive walking obtained with a plate weight of less than 50 kg become. Accordingly, such cover plates are in If necessary, without needing larger lifting devices or the like, can be installed and removed by hand.
  • the support lugs of the roofing slabs, which in the next to the rail web engage lateral recess of the rail in question, wherein usually an elastic profile between the support lugs and The rail in question is inserted in the longitudinal direction of the rail seen relatively narrow, and it becomes the during the installation and removal of the track covering Covering plates required manipulation facilitated.
  • the composite material from which the roofing slabs are formed which includes reinforcement e.g. from steel or other metals, from plastic threads, glass fiber strands, or fiber materials can exist, with the Fiber materials are considered both natural and synthetic to be drawn and both admixtures of short fibers for Component batch as well as embedding of longer ones made of fiber material formed strands come into question.
  • the reinforcement can also have the shape of prefabricated planar bodies, e.g. the form of grids, nets or fleeces. Will be one if possible Aiming for high sound absorption, it is beneficial if one component of the composite material is a porous lightweight material as mentioned above is or at least predominantly from one Material exists. It is also advantageous that the top structured surface of the roofing panels structured to absorb sound to train, e.g. with suitable ribs or hollow recesses to provide.
  • a preferred embodiment of the invention Track coverage is characterized in that at least a lip of a longitudinal edge of the top wall is arranged, the Thickness is less than the thickness of the top wall and which of the one flange rib extends to the other flange rib and under the on the inside of the adjoining rail there is a free flange groove running in one in the adjacent lateral recess the elastic rail inserted into the adjacent rail is present.
  • This measure can easily be a good one Completion of the room covered by the covering slabs against unwanted intrusion of foreign material , which also seems important for security reasons, there flammable foreign material, e.g. Dust accumulation, flammable is and in the railway sector with various ignition sources can be expected, e.g.
  • Cover plates which only on a longitudinal edge with support lugs also come especially to cover the outside of the rails of a track subsequent area in question.
  • roofing slabs which are provided with support lugs only on one longitudinal edge and as mentioned above on other components of the track, e.g. on base plates, or other foundations
  • the flange ribs in the higher height section have elastic supports on their underside, and, in addition, that the elastic supports are height adjustable are.
  • Track 1 is provided with a track covering, which consists of covering plates inserted between the two rails 2 of the track 3 and from the outside to the rails 2 installed covering slabs 4 is formed.
  • the roofing slabs 3, 4 consist of a composite material consisting of several components mixed together are formed.
  • a Component is a multitude of particles Material and another component is a binder with which the particles are united to form a stable body.
  • the Particles can be made from various natural or artificial produced base materials, for example from natural Minerals, from porous lightweight materials, such as plastic granules, consist of alumina or slag. As a binder come especially cement or plastic binders and also binder mixtures into consideration.
  • the one between the two Rails 2 installed covering plates 3 are on their two provide the edges 2 facing the rails with support lugs 5, which with the insertion of elastic inserts 6, which expedient are in the form of elastomer profiles, in the side Engage recesses 7 of the rails 2; these recesses are sometimes called tab brackets.
  • the outside of the rails Cover plates 4 subsequently laid are only on one Edge, namely the edge facing the rail 2 in question, provided with such support lugs 5, which also under Insertion of elastic inserts 6 in the side recesses 7 of the engage rails 2 concerned.
  • the covering plates are 3, 4 in the form of a transverse to the longitudinal direction 8 extending U-shaped profile, which consists of an essentially flat top wall 9 and flange ribs 11, 11 'is formed, which on the transverse to the rail longitudinal direction 8 Transverse edges 10 of the top wall 9 are arranged and from this Stand the top wall 9 down.
  • the engaging in the rails 2 Support lugs 5 are formed only by the flange rib ends 12, which to those running in the longitudinal direction 8 of the rail Adjacent longitudinal edges 13, 13 ', 13 "of the top wall 9.
  • the reinforcement 14 can e.g. in the form of a grid or be formed a mat, which if necessary with bending can also reach into the flange ribs.
  • the reinforcements 15 can be in the form of rods or fiber strands, for example his.
  • the rails 2 are with rail fastening elements 16 a base 17, which is realized in various forms can be, e.g. in the form of sleepers on a ballast bed are laid, or in the form of a continuous base plate.
  • a base 17 Between the longitudinal edges 13, 13 'of the top wall 9 of the covering plates 3 and the inside of the rails 2 is a one Flange groove 18 corresponding distance is provided. It results as shown in Fig.2 on the left, between the inside the rail 2, the support lugs 5 and the longitudinal edge 13 of the Cover wall 9 an opening, which if desired, if avoided should be that in the course of time foreign material in the the top wall 9 penetrates lying space, with a suitable Cover can be closed. On the right in Fig.
  • top 20 of the covering plates 3, 4 can, as in 2 and 3, substantially smooth his. But it is possible to top 20 special purposes to be modified as follows and, for example, as shown in Fig. 4 is to form grooves 21 into which compensating conductors, as intended for electrical railways, can be inserted can. You can also, as shown in Fig.5, the top 20 of covering plates 3, 4 with a sound absorbing Structure 22 provided.
  • the covering plates laid between the rails 2 3 have support lugs 5 only on the left side, on the longitudinal edge 13 and end bluntly on the right side. It's the roofing slabs 3 stored in the area of their right side on the base 17 and on this or on the bar 23 against lateral Supported displacement.
  • the flange ribs 11, 11 'of the covering plates 3 are in a section 24 that is spaced apart from the longitudinal edge 13 and extends to the longitudinal edge 13 ', with a larger one Height formed as on the adjacent the support lugs 5 Longitudinal edge 13.
  • the covering plates 3 are those in FIG. 6 illustrated embodiment on the longitudinal edge 13 as discussed above provided with lips 19 and have recesses 26 to grip the To facilitate detection of these cover plates.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Seal Device For Vehicle (AREA)
  • Building Environments (AREA)
EP01890078A 2000-03-21 2001-03-15 Recouvrement de voie ferrée Expired - Lifetime EP1136622B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT01890078T ATE327387T1 (de) 2000-03-21 2001-03-15 Gleiseindeckung

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AT2112000U 2000-03-21
AT0021100U AT4466U1 (de) 2000-03-21 2000-03-21 Gleiseindeckung
AT2112000 2000-03-21

Publications (4)

Publication Number Publication Date
EP1136622A2 true EP1136622A2 (fr) 2001-09-26
EP1136622A8 EP1136622A8 (fr) 2002-02-27
EP1136622A3 EP1136622A3 (fr) 2003-01-15
EP1136622B1 EP1136622B1 (fr) 2006-05-24

Family

ID=3484428

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01890078A Expired - Lifetime EP1136622B1 (fr) 2000-03-21 2001-03-15 Recouvrement de voie ferrée

Country Status (8)

Country Link
EP (1) EP1136622B1 (fr)
JP (1) JP3450309B2 (fr)
AT (2) AT4466U1 (fr)
DE (1) DE50109843D1 (fr)
DK (1) DK1136622T3 (fr)
ES (1) ES2260192T3 (fr)
PT (1) PT1136622E (fr)
TW (1) TW512191B (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1749937A1 (fr) * 2005-08-02 2007-02-07 Vae Eisenbahnsysteme Gmbh Recouvrement d'un aiguillage pour voie ferrée

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1275321A (en) * 1918-03-18 1918-08-13 Oscar M Suter Foot or road crossing.
US1742554A (en) * 1929-04-12 1930-01-07 Arthur S Hickok Railroad cross-pavement construction
CH610990A5 (en) * 1976-10-20 1979-05-15 Semperit Ag Self-locking adjusting screw
DE2932946A1 (de) * 1978-08-18 1980-02-28 Neumann & Co Gmbh Schienengleicher strassenuebergang
DE19704366A1 (de) * 1997-02-05 1998-08-06 Harald Frank Armierungselement für Fahrbahnplatten

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1275321A (en) * 1918-03-18 1918-08-13 Oscar M Suter Foot or road crossing.
US1742554A (en) * 1929-04-12 1930-01-07 Arthur S Hickok Railroad cross-pavement construction
CH610990A5 (en) * 1976-10-20 1979-05-15 Semperit Ag Self-locking adjusting screw
DE2932946A1 (de) * 1978-08-18 1980-02-28 Neumann & Co Gmbh Schienengleicher strassenuebergang
DE19704366A1 (de) * 1997-02-05 1998-08-06 Harald Frank Armierungselement für Fahrbahnplatten

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1749937A1 (fr) * 2005-08-02 2007-02-07 Vae Eisenbahnsysteme Gmbh Recouvrement d'un aiguillage pour voie ferrée

Also Published As

Publication number Publication date
EP1136622B1 (fr) 2006-05-24
TW512191B (en) 2002-12-01
JP2001288705A (ja) 2001-10-19
EP1136622A8 (fr) 2002-02-27
PT1136622E (pt) 2006-09-29
EP1136622A3 (fr) 2003-01-15
ATE327387T1 (de) 2006-06-15
DE50109843D1 (de) 2006-06-29
JP3450309B2 (ja) 2003-09-22
ES2260192T3 (es) 2006-11-01
DK1136622T3 (da) 2006-09-25
AT4466U1 (de) 2001-07-25

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