EP0061429A2 - Passage à niveau - Google Patents

Passage à niveau Download PDF

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Publication number
EP0061429A2
EP0061429A2 EP82810132A EP82810132A EP0061429A2 EP 0061429 A2 EP0061429 A2 EP 0061429A2 EP 82810132 A EP82810132 A EP 82810132A EP 82810132 A EP82810132 A EP 82810132A EP 0061429 A2 EP0061429 A2 EP 0061429A2
Authority
EP
European Patent Office
Prior art keywords
level crossing
jaws
rails
profile
sheets
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Withdrawn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
EP82810132A
Other languages
German (de)
English (en)
Other versions
EP0061429A3 (fr
Inventor
Walter Niklaus Böni
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.)
Ampack Gleistechnik AG
Original Assignee
Ampack Gleistechnik AG
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 Ampack Gleistechnik AG filed Critical Ampack Gleistechnik AG
Publication of EP0061429A2 publication Critical patent/EP0061429A2/fr
Publication of EP0061429A3 publication Critical patent/EP0061429A3/fr
Withdrawn legal-status Critical Current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 present invention relates to a level crossing according to the preamble of independent claim 1.
  • level crossings with an inner plate bridging the inner region of a pair of rails and at least one outer plate on each outer side of the rail pair are known.
  • the inner plates are unique and the outer plates are supported on the rail profile on the rail side.
  • fittings are provided between the fastening devices of the rails and the inner and outer plates. These fittings are placed in the rail chamber.
  • the fittings are preferably made of plastic.
  • the inner and outer plates are provided on their sides facing the fittings with a profile that is complementary to the profile of the fittings facing away from the rail. In the area of the rail fastening, the profile has been cut out so that the panels are also held in this area.
  • the slabs are made of reinforced concrete and are attached to the finished with profiled side with a profile iron anchored in the plate body, in particular it was also proposed to pour a closed iron frame with concrete.
  • clamping devices 4 as a base for supporting elements 5 for the plates 12.
  • the clamping devices 4 are clearly recognizable from FIG. 2B and consist of two identical parts trained jaws 40, which rest with a leg 41 on the foot of the rail 1. The two jaws 40 are pulled together with a threaded rod 42 and two nuts 43, 44. As electrical insulation is an insert 45 made of artificial or natural rubber is inserted between the rail foot and the jaws 40.
  • the support elements 5 are placed in the form of double-T-beams (I-beams) on two clamping devices 4 located opposite one another on the rails 1 and 2 and can be screwed onto the jaws 40 by means of stud bolts or welded directly onto them (see FIG. 2 B).
  • the plates 12 consist of a frame 121 made of U-shaped beams, an iron plate 122 fastened thereon, and a plate 123 made of rubber. To protect the edge parts, the plate is covered with a frame 124 made of L-profile strips. Such plates can be produced with a weight of 75-100 kg.
  • 40 angle profile sections 47 are fastened to the jaws, which are at a distance from the jaw surface corresponding to the leg thickness of the support elements 5, so that such a support element 13 can be pushed under the legs of the angle profile section 47. 1 and 2B, this support element 13 can be welded to the frame 121 of the plate 12, which consists of U-profile beams, and extend over the entire length of the plate 12.
  • a wooden threshold 6 On the street side is a wooden threshold 6 as a support on the Floor laid, which of course must be directed to the level of the rail 1.
  • An H-profile support 61 with an extended flange 63 is screwed onto the wooden sleeper 6 by means of screws 63 and serves as a roadside support for the outer plate 12.
  • the space between the outer plate 12 and the road surface edge 7 is covered by a U-profile strip 11.
  • the U-profile strips 11 are removed, then the outer and inner plates 12 are lifted off, and then finally the support elements 5 are removed by loosening the screws 42.
  • the ballast bed 14 is thus exposed over the entire length and width of the level crossing and can be processed. Due to the low weight of the plates, they can be easily lifted and carried away.
  • the frame 124 could be filled with asphalt or with a bituminous stone mixture.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
EP82810132A 1981-03-20 1982-03-22 Passage à niveau Withdrawn EP0061429A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH1922/81 1981-03-20
CH192281A CH661547A5 (de) 1981-03-20 1981-03-20 Bahnuebergang.

Publications (2)

Publication Number Publication Date
EP0061429A2 true EP0061429A2 (fr) 1982-09-29
EP0061429A3 EP0061429A3 (fr) 1984-01-04

Family

ID=4221727

Family Applications (1)

Application Number Title Priority Date Filing Date
EP82810132A Withdrawn EP0061429A3 (fr) 1981-03-20 1982-03-22 Passage à niveau

Country Status (2)

Country Link
EP (1) EP0061429A3 (fr)
CH (1) CH661547A5 (fr)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4545527A (en) * 1982-04-09 1985-10-08 Young Thomas B Railroad grade crossing
US4732320A (en) * 1986-05-15 1988-03-22 Koppers Company, Inc. Railroad grade crossing with transverse securing splines
FR2663054A1 (fr) * 1990-06-12 1991-12-13 Aquitaine Beton Manufacture Sa Platelage de passage a niveau constitue de 3 longrines et de paves en beton arme.
FR2743582A1 (fr) * 1996-01-17 1997-07-18 Stradal Sa Platelage forme de modules articules en beton, pour passage a niveau d'une voie ferree
EP2241674A3 (fr) * 2009-04-02 2011-08-10 Weco Bahnüberwege- Und Auffangwannenbau Gmbh Système de création d'une voie de fuite, de secours ou de service dans des installations de voies ferrées
DE102014113295B3 (de) * 2014-09-16 2016-02-11 Railbeton Haas Kg Bahnübergangsbelagssystem
DE102016119058B3 (de) * 2016-10-07 2017-12-21 Patentgesellschaft Reimann Rosenquist Ug (Haftungsbeschränkt) Halter für Dienstwegelemente an Gleisen
DE102019116130A1 (de) * 2019-06-13 2020-12-17 Het Elastomertechnik Gmbh Vorrichtung zur Bildung eines Bahnübergangs
DE102022130591A1 (de) 2022-11-18 2024-05-23 Patentgesellschaft Reimann Rosenquist Ug (Haftungsbeschränkt) Anordnung zum Bilden eines Fluchtwegs an Gleisen

Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE287441C (fr) *
US1493406A (en) * 1923-07-03 1924-05-06 Willard Voorhees Van Doren Railroad crossing
US1550519A (en) * 1925-03-02 1925-08-18 Drennon Clem Railroad-grade-crossing construction
US1562147A (en) * 1925-06-20 1925-11-17 Neal J Campbell Railway crossing
US2126948A (en) * 1935-08-17 1938-08-16 Goodrich Co B F Paving unit
DE801727C (de) * 1949-11-11 1951-01-22 Wilhelm Dipl-Ing Zuelich Einrichtung am Eisenbahnoberbau bei Weguebergaengen
US2929562A (en) * 1956-10-17 1960-03-22 Symington Wayne Corp Railroad track cross-over
US3066869A (en) * 1962-01-03 1962-12-04 Kasle Steel Corp Railway crossing guard block
FR1317858A (fr) * 1963-05-08
DE1235356B (de) * 1959-11-18 1967-03-02 Stelcon Ag Anschlusseinrichtung zwischen Fahrbahnbelag und Schiene, insbesondere bei schienengleichen Weguebergaengen
CH488867A (de) * 1969-05-07 1970-04-15 Vanoli Ag Zofingen Schienengleicher Wegübergang
CH490571A (de) * 1968-11-19 1970-05-15 Ziegler Hans Schienengleicher Bahnübergang
US3843051A (en) * 1973-06-15 1974-10-22 J Whitlock Highway railway crossing
AT350609B (de) * 1977-03-07 1979-06-11 Semperit Ag Schienenniveaugleicher bahnuebergang
DE2850298A1 (de) * 1978-11-20 1980-05-29 Heinz Straetner Fahrbahnplatte fuer gleisanlagen

Patent Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1317858A (fr) * 1963-05-08
DE287441C (fr) *
US1493406A (en) * 1923-07-03 1924-05-06 Willard Voorhees Van Doren Railroad crossing
US1550519A (en) * 1925-03-02 1925-08-18 Drennon Clem Railroad-grade-crossing construction
US1562147A (en) * 1925-06-20 1925-11-17 Neal J Campbell Railway crossing
US2126948A (en) * 1935-08-17 1938-08-16 Goodrich Co B F Paving unit
DE801727C (de) * 1949-11-11 1951-01-22 Wilhelm Dipl-Ing Zuelich Einrichtung am Eisenbahnoberbau bei Weguebergaengen
US2929562A (en) * 1956-10-17 1960-03-22 Symington Wayne Corp Railroad track cross-over
DE1235356B (de) * 1959-11-18 1967-03-02 Stelcon Ag Anschlusseinrichtung zwischen Fahrbahnbelag und Schiene, insbesondere bei schienengleichen Weguebergaengen
US3066869A (en) * 1962-01-03 1962-12-04 Kasle Steel Corp Railway crossing guard block
CH490571A (de) * 1968-11-19 1970-05-15 Ziegler Hans Schienengleicher Bahnübergang
CH488867A (de) * 1969-05-07 1970-04-15 Vanoli Ag Zofingen Schienengleicher Wegübergang
US3843051A (en) * 1973-06-15 1974-10-22 J Whitlock Highway railway crossing
AT350609B (de) * 1977-03-07 1979-06-11 Semperit Ag Schienenniveaugleicher bahnuebergang
DE2850298A1 (de) * 1978-11-20 1980-05-29 Heinz Straetner Fahrbahnplatte fuer gleisanlagen

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4545527A (en) * 1982-04-09 1985-10-08 Young Thomas B Railroad grade crossing
US4732320A (en) * 1986-05-15 1988-03-22 Koppers Company, Inc. Railroad grade crossing with transverse securing splines
FR2663054A1 (fr) * 1990-06-12 1991-12-13 Aquitaine Beton Manufacture Sa Platelage de passage a niveau constitue de 3 longrines et de paves en beton arme.
FR2743582A1 (fr) * 1996-01-17 1997-07-18 Stradal Sa Platelage forme de modules articules en beton, pour passage a niveau d'une voie ferree
EP2241674A3 (fr) * 2009-04-02 2011-08-10 Weco Bahnüberwege- Und Auffangwannenbau Gmbh Système de création d'une voie de fuite, de secours ou de service dans des installations de voies ferrées
DE102014113295B3 (de) * 2014-09-16 2016-02-11 Railbeton Haas Kg Bahnübergangsbelagssystem
EP2998439A1 (fr) 2014-09-16 2016-03-23 RAILBETON Haas KG Systeme de pavage de passage a niveau
DE102016119058B3 (de) * 2016-10-07 2017-12-21 Patentgesellschaft Reimann Rosenquist Ug (Haftungsbeschränkt) Halter für Dienstwegelemente an Gleisen
DE102019116130A1 (de) * 2019-06-13 2020-12-17 Het Elastomertechnik Gmbh Vorrichtung zur Bildung eines Bahnübergangs
DE102022130591A1 (de) 2022-11-18 2024-05-23 Patentgesellschaft Reimann Rosenquist Ug (Haftungsbeschränkt) Anordnung zum Bilden eines Fluchtwegs an Gleisen

Also Published As

Publication number Publication date
CH661547A5 (de) 1987-07-31
EP0061429A3 (fr) 1984-01-04

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PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

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Effective date: 19841213

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Inventor name: BOENI, WALTER NIKLAUS