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WO2002010513A1 - Revetement assemble en beton arme pour voies de tramway et procede d'assemblage - Google Patents

Revetement assemble en beton arme pour voies de tramway et procede d'assemblage Download PDF

Info

Publication number
WO2002010513A1
WO2002010513A1 PCT/RU2000/000316 RU0000316W WO0210513A1 WO 2002010513 A1 WO2002010513 A1 WO 2002010513A1 RU 0000316 W RU0000316 W RU 0000316W WO 0210513 A1 WO0210513 A1 WO 0210513A1
Authority
WO
WIPO (PCT)
Prior art keywords
plates
πliτ
rail
πliτy
rails
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.)
Ceased
Application number
PCT/RU2000/000316
Other languages
English (en)
Russian (ru)
Inventor
Kosta Koev Kostov
Petr Radoev Petrov
Nikolai Ivanov Drenski
Grigory Petrovich Ivanov
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 PCT/RU2000/000316 priority Critical patent/WO2002010513A1/fr
Publication of WO2002010513A1 publication Critical patent/WO2002010513A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B21/00—Track superstructure adapted for tramways in paved streets
    • E01B21/04—Special fastenings, joint constructions, or tie-rods
    • 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 stove is removed from the trailer, at the first turn of the house, move to the ground and lower it 8-10 cm above the parking mark. Then it pulls the plate, which is on weight, to reduce the weight of the 5th buried ground to the ground, and then lower its slump.
  • all the plates of the launcher are laid down, as are the inter-city railways, as well as the international and external routes of the required length.
  • the vibratory shock is produced by the most vibratory machine.
  • the seams between the end faces are filled with cement or bitumen.
  • the distance between the rails and the side walls is supplemented by the required depend on the system and the moisture is free of charge.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Nitrogen And Oxygen Or Sulfur-Condensed Heterocyclic Ring Systems (AREA)

Abstract

L'invention appartient au domaine de la construction de routes et notamment aux revêtements de voies de tramway pouvant être assemblés et désassemblés. Le revêtement comprend des dalles en béton armé entre les rails, entre les voies et sur le bas-côté, disposées bout à bout avec leurs butées. Les plaques reposent par leur surface inférieure sur des supports en caoutchouc placés sur les traverses. Dans les intervalles entre les rails et les facettes latérales des dalles on a monté, sous forme comprimée, des barres de caoutchouc. Ces barres servent à fixer les dalles et amortir les vibrations et oscillations des rails, générées par le passage des tramways. Ces barres de caoutchouc ont une fonction de joints et protègent l'espace entre les rails et les facettes latérales des dalles contre les objets étrangers et l'eau. Des renfoncements rectangulaires sont faits dans les parties supérieures des facettes de butée des dalles; un renfoncement comporte une crête longitudinale et l'autre comporte un sillon correspondant. Les crêtes et sillons des dalles adjacentes forment des verrous. L'invention permet d'augmenter la stabilité des plaques et la fiabilité des jonctions des facettes de butée des dalles de revêtement.
PCT/RU2000/000316 2000-08-01 2000-08-01 Revetement assemble en beton arme pour voies de tramway et procede d'assemblage Ceased WO2002010513A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PCT/RU2000/000316 WO2002010513A1 (fr) 2000-08-01 2000-08-01 Revetement assemble en beton arme pour voies de tramway et procede d'assemblage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/RU2000/000316 WO2002010513A1 (fr) 2000-08-01 2000-08-01 Revetement assemble en beton arme pour voies de tramway et procede d'assemblage

Publications (1)

Publication Number Publication Date
WO2002010513A1 true WO2002010513A1 (fr) 2002-02-07

Family

ID=20129535

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/RU2000/000316 Ceased WO2002010513A1 (fr) 2000-08-01 2000-08-01 Revetement assemble en beton arme pour voies de tramway et procede d'assemblage

Country Status (1)

Country Link
WO (1) WO2002010513A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2335592C1 (ru) * 2007-01-16 2008-10-10 Витаутас Валентинович Сенкус Способ сборки железнодорожной решетки с использованием устойчивых железобетонных шпал

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1557137A (en) * 1977-01-24 1979-12-05 Park Rubber Co Railroad crossing structure
GB2049768A (en) * 1979-05-22 1980-12-31 Railroad Friction Prod Railway Level Crossings
DE3118540A1 (de) * 1980-05-20 1982-02-18 Hötzel-Beton GmbH, 7514 Eggenstein-Leopoldshafen Verfahren fuer einen schienengleichen bahnuebergang zum einbringen von innenplatten
SU1203172A1 (ru) * 1984-08-28 1986-01-07 Государственный Институт По Проектированию Дорожно-Транспортных Сооружений Верхнее строение пути
WO1992002680A1 (fr) * 1990-08-08 1992-02-20 Gmundner Fertigteile Gesellschaft M.B.H. & Co. Kg Passage a niveau
RU2037006C1 (ru) * 1992-02-10 1995-06-09 Александр Андреевич Пелевин Разделительный вкладыш дорожного покрытия в полосе трамвайного пути

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1557137A (en) * 1977-01-24 1979-12-05 Park Rubber Co Railroad crossing structure
GB2049768A (en) * 1979-05-22 1980-12-31 Railroad Friction Prod Railway Level Crossings
DE3118540A1 (de) * 1980-05-20 1982-02-18 Hötzel-Beton GmbH, 7514 Eggenstein-Leopoldshafen Verfahren fuer einen schienengleichen bahnuebergang zum einbringen von innenplatten
SU1203172A1 (ru) * 1984-08-28 1986-01-07 Государственный Институт По Проектированию Дорожно-Транспортных Сооружений Верхнее строение пути
WO1992002680A1 (fr) * 1990-08-08 1992-02-20 Gmundner Fertigteile Gesellschaft M.B.H. & Co. Kg Passage a niveau
RU2037006C1 (ru) * 1992-02-10 1995-06-09 Александр Андреевич Пелевин Разделительный вкладыш дорожного покрытия в полосе трамвайного пути

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
TIMOFEEV A.A.: "Sbornye betonnye I zhelezobetonnye pokrytiya gorodskykikh dorog itrotuarov", STROYZDAT., 1986, pages 88 - 89, 256-258, 286-293 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2335592C1 (ru) * 2007-01-16 2008-10-10 Витаутас Валентинович Сенкус Способ сборки железнодорожной решетки с использованием устойчивых железобетонных шпал

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