EP1181415B1 - Gleis - Google Patents

Gleis Download PDF

Info

Publication number
EP1181415B1
EP1181415B1 EP00930868A EP00930868A EP1181415B1 EP 1181415 B1 EP1181415 B1 EP 1181415B1 EP 00930868 A EP00930868 A EP 00930868A EP 00930868 A EP00930868 A EP 00930868A EP 1181415 B1 EP1181415 B1 EP 1181415B1
Authority
EP
European Patent Office
Prior art keywords
track
slabs
rails
carrying
roadway
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.)
Expired - Lifetime
Application number
EP00930868A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1181415A1 (de
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 AT00930868T priority Critical patent/ATE290626T1/de
Priority to SI200030606T priority patent/SI1181415T1/xx
Publication of EP1181415A1 publication Critical patent/EP1181415A1/de
Application granted granted Critical
Publication of EP1181415B1 publication Critical patent/EP1181415B1/de
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
    • 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
    • E01C9/04—Pavings for railroad level-crossings

Definitions

  • the invention relates to a track whose rails each for itself from a common rail under these rails arranged dimensionally stable support plate are supported, in which Track further filling the space between the rails inside Chassis plates and outside of the rails adjoining outer Chassis plates are provided, which slabs a form the same traffic surface, the support plate over the full width of the outer deck plates extends to the outside and rest the outer deck plates on the support plate.
  • the aforementioned type (DE 15 34 395 A) are the outer deck plates stepped on its underside and formed on a Corresponding outwardly sloping stepped edge zone of Support plate placed; Such is an in-the-hiking of the outer decking plates inhibited on the rails; an outward-walking of these roadway plates, through which the structure of the track and in particular of the same traffic area can be adversely affected, but appears in this known track possible.
  • the inventively constructed track initially mentioned type is characterized in that the outer deck plates on the support plate by a form engagement, which with undercuts, the outer decking plates against lifting hold, trained, held against lateral displacement are.
  • the built on the support plate rail and the rail-like traffic surface forming inner and outer Roadway panels are assembled into a compact whole, what about the necessary assembly and positioning work and in terms of long-term performance in operation advantages achieve.
  • the support plate consists of a Composite material, preferably considering concrete is. This can be cement-bound concrete, with or without Synthetic resin additive, or be a resin-bonded concrete. Also a reinforcement can be provided. Likewise you can Provided support plates with a reinforcing border frame. The same applies to the carriageway slabs.
  • the roadway plates have preferably at their the traffic area forming side a grain rough surface.
  • An embodiment of the track according to the invention which realized with a very small number of components can be and gives a very good stability is thereby characterized in that the support plate at its lateral Edges projecting upwards, inside edges undercut having, at which the outer edge of the outer deck plates is supported.
  • a variant of this which in terms of handling and storage of the support plates by the achievable low height of the support plates advantages offers, is characterized in that the track exterior Chassis plates, each having at least one downwardly projecting have longitudinal bar or nose, which in a corresponding recess at the top of the underneath located support plate is inserted, wherein the downwardly projecting Groin or nose at its the outer edge of the concerned Chassis plate facing side undercut formed is and at the top of the associated support plate for Recording this bar or nose provided recess on her facing the adjacent outer edge of the respective support plate Side opposite to the undercut of this bar or Nose undercut is formed. Such becomes a particularly good grip of the outer deck plates on the support plate achieved.
  • a preferred embodiment of the track is characterized that the two rails of the track on the support plate via elastic liners depending on transversely displaceable rest and that the rails through the inner roadway plates, which on the rails an outward force exercise, keeping track against the railside edge of the outer Chassis panels are pressed.
  • the design of the support plates can be a weight reduction and an accompanying facilitated Handling when installing and correcting the bedding, wherein, based on the amount of material used, a very good stability can be obtained if one provides that Support plates are provided, which recesses and / or openings have, so that these support plates like a frame or are skeletal.
  • trained track 1 are the rails 2 of the track each for themselves from a common rail 2, among these Rails arranged dimensionally stable support plate 3 worn.
  • the Support plate is made of composite material, preferably concrete, being both cement-bound concrete and resin-bound Concrete comes into consideration. If desired, in the Support plate be provided a reinforcement. It's the space between the rails 2 filling inner track panels 4 and the outside provided on the rails outer track plates 5, these roadway plates 4, 5 a rail-like traffic surface form.
  • the roadway plates 4, 5 are under Interposition of elastic profiles 6 on the rails 2 at.
  • the Support plate 3 extends over the full width of the outer deck plates 5 to the outside, and it is the outer deck plates 5, which as well as the inner road plates 4 on the support plate 3, resting on the support plate 3 by form engagement against kept moving sideways.
  • the support plate 3 on their lateral edges 7 upwardly projecting edge strips. 8 on, where the outer edge 9 of the outer roadway panels. 5 is supported.
  • the inside 8a of the edge strips 8 is undercut trained and it is the edge 9 of the roadway slabs 5 corresponding formed.
  • the two rails 2 of the track rest on elastic spacers 10 on the support plate.
  • the support plates 3 point to the Support of the rails 2 provided points groove-like recesses 13, whose bottom 14 one of each provided Incline the rails of the track corresponding slope in Reference to the top surface 15 of the support plate 3 has.
  • the part 4a of the inner Chassis panels which in Figs.4, 5 and 6 in more detail is hingedly folded together with the part 4b, wherein to form the hinge function to the mutually facing longitudinal edges 18 of the two parts 4a, 4b finger-like projections 18a alternate with groove-like recesses 18b and in each case a projection 18a of a part in one corresponding groove-like recess 18b of the other part intervenes.
  • finger-like projections 18a alternate with groove-like recesses 18b and in each case a projection 18a of a part in one corresponding groove-like recess 18b of the other part intervenes.
  • the track 1 outer roadway panels 5, which projects downwardly have longitudinal strip or nose 21, which in a corresponding Recess 22 at the top of the underneath located support plate 3 is inserted and the relevant Chassis plate 5 secures against displacement. It is this bar or nose 21 at its outer edge 9 of the relevant deck slab 5 facing side 23 formed undercut, and it is at the top of the support plate 3 for receiving this bar or nose 21 provided recess 22 at her the adjacent outer edge of the support plate 3 side facing 24th undercut opposite to the undercut of the bar or nose 21 educated.
  • Support plates 3 are provided, which recesses or openings 32, so that a frame-like or Skeletal training of the support plates 3 results.
  • Support plates 3 In the illustrated Case has such a support plate edge strips 8, which for lateral support of the outer deck plates should serve.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
EP00930868A 1999-05-31 2000-05-29 Gleis Expired - Lifetime EP1181415B1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
AT00930868T ATE290626T1 (de) 1999-05-31 2000-05-29 Gleis
SI200030606T SI1181415T1 (no) 1999-05-31 2000-05-29

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AT96299 1999-05-31
AT96299A AT410561B (de) 1999-05-31 1999-05-31 Gleis
PCT/AT2000/000150 WO2000073588A1 (de) 1999-05-31 2000-05-29 Gleis

Publications (2)

Publication Number Publication Date
EP1181415A1 EP1181415A1 (de) 2002-02-27
EP1181415B1 true EP1181415B1 (de) 2005-03-09

Family

ID=3503829

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00930868A Expired - Lifetime EP1181415B1 (de) 1999-05-31 2000-05-29 Gleis

Country Status (9)

Country Link
EP (1) EP1181415B1 (no)
JP (1) JP4536973B2 (no)
AT (1) AT410561B (no)
AU (1) AU4899800A (no)
DE (1) DE50009729D1 (no)
DK (1) DK1181415T3 (no)
ES (1) ES2234604T3 (no)
PT (1) PT1181415E (no)
WO (1) WO2000073588A1 (no)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2007260579B2 (en) * 2006-06-13 2012-09-06 Newstyle Nominees Pty Ltd Rail track crossing

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT262366B (de) * 1965-12-23 1968-06-10 Stahlbetonschwellenwerk Linz Oberbau mit Gleisabdeckung für Straßenrolleranlagen, schienengleiche Eisenbahnkreuzungen u. dgl.
DE1534395A1 (de) * 1966-01-29 1969-07-17 Heinz Straetner Gleistragplatte
JPS6231101U (no) * 1985-08-07 1987-02-24
SU1617074A1 (ru) * 1988-05-27 1990-12-30 Научно-Исследовательский И Проектный Институт Городского Пассажирского Транспорта Г.Москвы Трамвайный переезд
DE9206940U1 (de) * 1992-05-13 1992-09-03 Strätner, Heinz, 4300 Essen Auffangplatte für Schienen- und Straßenfahrzeuge
JPH0718124B2 (ja) * 1992-07-07 1995-03-01 清田軌道工業株式会社 踏切施工法
JPH06299507A (ja) * 1993-04-14 1994-10-25 West Japan Railway Co 鉄道用の踏切構造
FR2743582B1 (fr) * 1996-01-17 1998-02-27 Stradal Sa Platelage forme de modules articules en beton, pour passage a niveau d'une voie ferree
AT405426B (de) * 1996-06-11 1999-08-25 Gmundner Fertigteile Gmbh Schienengleiche eindeckung für gleise
JPH1171704A (ja) * 1997-07-04 1999-03-16 Sanko Shoji Kk 踏切用ブロック、及び踏切構造

Also Published As

Publication number Publication date
EP1181415A1 (de) 2002-02-27
DK1181415T3 (da) 2005-06-13
JP2003521601A (ja) 2003-07-15
DE50009729D1 (de) 2005-04-14
ES2234604T3 (es) 2005-07-01
JP4536973B2 (ja) 2010-09-01
AU4899800A (en) 2000-12-18
PT1181415E (pt) 2005-06-30
ATA96299A (de) 2002-10-15
AT410561B (de) 2003-06-25
WO2000073588A1 (de) 2000-12-07

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