EP0203307A2 - Superstructure de chemin de fer comportant des traverses en acier en forme de Y et une couche de support asphaltique ainsi qu'une méthode pour la réalisation de cette structure de chemin de fer - Google Patents

Superstructure de chemin de fer comportant des traverses en acier en forme de Y et une couche de support asphaltique ainsi qu'une méthode pour la réalisation de cette structure de chemin de fer Download PDF

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Publication number
EP0203307A2
EP0203307A2 EP86104192A EP86104192A EP0203307A2 EP 0203307 A2 EP0203307 A2 EP 0203307A2 EP 86104192 A EP86104192 A EP 86104192A EP 86104192 A EP86104192 A EP 86104192A EP 0203307 A2 EP0203307 A2 EP 0203307A2
Authority
EP
European Patent Office
Prior art keywords
adhesive
railway superstructure
asphalt base
layer
base layer
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
EP86104192A
Other languages
German (de)
English (en)
Other versions
EP0203307A3 (en
EP0203307B1 (fr
Inventor
Nicolaus Andreae
Kurt Reinboth
Gerhard Beecken
Hans Schreiner
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.)
Kemna Bau Andreae & Co KG GmbH
Original Assignee
Kemna Bau Andreae & Co KG GmbH
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 Kemna Bau Andreae & Co KG GmbH filed Critical Kemna Bau Andreae & Co KG GmbH
Priority to AT86104192T priority Critical patent/ATE55163T1/de
Publication of EP0203307A2 publication Critical patent/EP0203307A2/fr
Publication of EP0203307A3 publication Critical patent/EP0203307A3/de
Application granted granted Critical
Publication of EP0203307B1 publication Critical patent/EP0203307B1/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
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/001—Track with ballast
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/16—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from steel
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/01—Elastic layers other than rail-pads, e.g. sleeper-shoes, bituconcrete
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/03—Injecting, mixing or spraying additives into or onto ballast or underground
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/04—Direct mechanical or chemical fixing of sleepers onto underground

Definitions

  • the invention relates to a railway superstructure of the type mentioned in the preamble of claim 1 and a method for producing such a superstructure according to claim 14.
  • the invention has for its object to provide a railway superstructure of the type in question, which requires little effort and labor in its construction.
  • the adhesive is only required for bonding in the area where the Y steel sleepers rest on the asphalt base course. However, it is expedient to give the adhesive the form of a layer which extends in the region of the Y steel sleepers over the entire extent of the asphalt base layer. This seals the asphalt base course, and it is possible to apply the layer of adhesive by a continuous process.
  • An elastic and highly stretchable adhesive is expediently used as the adhesive, which enables slight relative movements between the bonded surfaces.
  • Another useful property of the adhesive is a high internal friction, which leads to vibration damping and thus to noise reduction. It is also expedient to have a high plasticity range of at least 130 ° C and a ring and ball softening point above 100 ° C.
  • the Fraass breaking point is expediently below -30 ° C.
  • the adhesive advantageously has a thickness of 3-5 mm. As a result, he is particularly able to compensate for slight unevenness in the surface of the asphalt base course and also in the underside of the threshold.
  • the asphalt base layer according to the invention is only one layer and therefore enables simple manufacture, it is still possible at the same time to give the asphalt base layer other properties, for example by adding a polymer-modified bitumen as a binder. As a result, the binder adheres better to the rock and the necessary stability is achieved even with a higher binder content.
  • a method for manufacturing a railway superstructure according to claim 1 is specified in claim 14. This process can be carried out simply and continuously, so that a high working speed is possible at a low price.
  • the drawing shows a partial cross section through a railway superstructure in the area of one of the two rails.
  • an asphalt base layer 2 on which Y-steel sleepers 3 are glued by means of a layer 4 of adhesive indicated by a dashed line.
  • a resilient plate 5 on which a rib plate 6 rests, which is guided laterally through track wedges 7 and stops 8.
  • anchor band 12 made of sheet steel, to which bolts 14 are welded, on the threaded ends of which 15 nuts 16 are screwed, which secures the lower transverse parts of the Y steel sleepers

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Revetment (AREA)
  • Railway Tracks (AREA)
EP86104192A 1985-05-14 1986-03-26 Superstructure de chemin de fer comportant des traverses en acier en forme de Y et une couche de support asphaltique ainsi qu'une méthode pour la réalisation de cette structure de chemin de fer Expired - Lifetime EP0203307B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT86104192T ATE55163T1 (de) 1985-05-14 1986-03-26 Eisenbahnoberbau mit y-foermigen stahlschwellen und einer asphalttragschicht sowie verfahren zur herstellung dieses eisenbahnoberbaus.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3517295A DE3517295C2 (de) 1985-05-14 1985-05-14 Eisenbahnoberbau mit Y-förmigen Stahlschwellen und einer Asphalttragschicht sowie Verfahren zur Herstellung dieses Eisenbahnoberbaus
DE3517295 1985-05-14

Publications (3)

Publication Number Publication Date
EP0203307A2 true EP0203307A2 (fr) 1986-12-03
EP0203307A3 EP0203307A3 (en) 1988-04-06
EP0203307B1 EP0203307B1 (fr) 1990-08-01

Family

ID=6270665

Family Applications (1)

Application Number Title Priority Date Filing Date
EP86104192A Expired - Lifetime EP0203307B1 (fr) 1985-05-14 1986-03-26 Superstructure de chemin de fer comportant des traverses en acier en forme de Y et une couche de support asphaltique ainsi qu'une méthode pour la réalisation de cette structure de chemin de fer

Country Status (3)

Country Link
EP (1) EP0203307B1 (fr)
AT (1) ATE55163T1 (fr)
DE (1) DE3517295C2 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4239383A1 (de) * 1992-11-24 1994-05-26 Euka Bauelemente Verkaufsgesel Bahnkörper

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4200516C2 (de) * 1992-01-11 1996-02-01 Lausitzer Braunkohle Ag Vorrichtung zur Befestigung und längsbeweglichen Lagerung des Y-Schwellengleises auf schotterlosen Unterkonstruktionen
DE9308783U1 (de) * 1993-05-11 1993-09-09 KEMNA BAU Andreae GmbH & Co KG, 25421 Pinneberg Lagestabiler Eisenbahnoberbau
DE4316664C2 (de) * 1993-05-11 1995-06-22 Frenzel Otto Bauunternehmen Lagestabiler Eisenbahnoberbau
DE4408399C2 (de) * 1994-03-12 1998-05-20 Zueblin Ag Feste Fahrbahn
DE4436260C2 (de) * 1994-10-11 2003-04-30 Zueblin Ag Verfahren zur Befestigung von Gleisen im schotterlosen Eisenbahnoberbau und Vorrichtung zur Durchführung dieses Verfahrens
DE4437955A1 (de) * 1994-10-24 1996-04-25 Fritz Knape Feste Fahrbahn
AT409392B (de) * 1996-01-26 2002-07-25 Zueblin Ag Verfahren zur herstellung eines schotterlosen oberbaus
DE19700780C1 (de) * 1996-03-06 1998-03-26 Krupp Ag Hoesch Krupp Befestigung einer y-förmigen Stahlschwelle auf einer festen Fahrbahn und Verfahren zur Befestigung
DE19608523C1 (de) * 1996-03-06 1997-05-28 Krupp Ag Hoesch Krupp Befestigung einer Y-förmigen Stahlschwelle auf einer festen Fahrbahn und Verfahren zur Befestigung

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE808711C (de) * 1950-06-16 1951-03-24 Deutsche Bundesbahn Verfahren zur Erhoehung des Reibungswiderstandes zwischen Stahlbetonschwelle und Bettung
CH293647A (de) * 1951-07-16 1953-10-15 Dyckerhoff & Widmann Ag Verfahren zum Verlegen von Eisenbahnschwellen aus Stahlbeton.
DE1124072B (de) * 1959-11-24 1962-02-22 Deutsche Bundesbahn Verfahren zum Verlegen von Eisenbahngleisen auf einem Betonunterbau und Querschwelle zur Verwendung bei diesem Verfahren
GB962738A (en) * 1961-08-03 1964-07-01 Shell Int Research Improved permanent way and a process for producing it
DE2422942C2 (de) * 1974-05-11 1982-12-16 Ed. Züblin AG, 7000 Stuttgart Verfahren zur Herstellung von Eisenbahnoberbauten sowie Fertigteile und Vorrichtung zur Durchführung des Verfahrens
DE2425599C2 (de) * 1974-05-27 1976-04-01 Holzmann Philipp Ag Schotterloser Gleisoberbau
US4267085A (en) * 1976-07-23 1981-05-12 Japanese National Railways Injection materials for railroad track beds
LU78843A1 (de) * 1978-01-10 1979-09-06 Arbed Schienenschwellensystem und verfahren zur herstellung desselben
US4303199A (en) * 1978-08-22 1981-12-01 Eisses Jacobus A Restored vibration isolation for railway tracks
DE3042725A1 (de) * 1980-11-13 1982-06-16 Ed. Züblin AG, 7000 Stuttgart Verfahren zur herstellung einer elastisch gelagerten, schotterlosen oberbaukonstruktion fuer schienenbahnen
DD155009A1 (de) * 1980-12-04 1982-05-05 Georg Pirwitz Verfahren zur befestigung von schienen auf beton
CH655526B (fr) * 1983-10-14 1986-04-30
DE3429413A1 (de) * 1984-08-09 1986-02-20 Alfred Kunz GmbH & Co, 8000 München Hoehen- und seitenregulierbarer oberbau fuer schienenbahnen mit trennbarer verkleidung von schwellen auf einer fugenlosen platte

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4239383A1 (de) * 1992-11-24 1994-05-26 Euka Bauelemente Verkaufsgesel Bahnkörper

Also Published As

Publication number Publication date
EP0203307A3 (en) 1988-04-06
ATE55163T1 (de) 1990-08-15
DE3517295C2 (de) 1993-11-25
DE3517295A1 (de) 1986-11-20
EP0203307B1 (fr) 1990-08-01

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