DE20005607U1 - Concrete-monolithic formation of tracks - Google Patents

Concrete-monolithic formation of tracks

Info

Publication number
DE20005607U1
DE20005607U1 DE20005607U DE20005607U DE20005607U1 DE 20005607 U1 DE20005607 U1 DE 20005607U1 DE 20005607 U DE20005607 U DE 20005607U DE 20005607 U DE20005607 U DE 20005607U DE 20005607 U1 DE20005607 U1 DE 20005607U1
Authority
DE
Germany
Prior art keywords
concrete
rail
rails
monolithic
guide groove
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
DE20005607U
Other languages
German (de)
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 DE20005607U priority Critical patent/DE20005607U1/en
Publication of DE20005607U1 publication Critical patent/DE20005607U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/005—Making of concrete parts of the track in situ
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B37/00—Making, maintaining, renewing, or taking-up the ballastway or the track, not provided for in a single one of groups E01B27/00 - E01B35/00
    • 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
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • 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
    • E01B2204/06—Height or lateral adjustment means or positioning means for slabs, sleepers or rails

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Signs Or Road Markings (AREA)

Description

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßtThe description text was not recorded electronically

Claims (7)

1. Betonmonolithische Ausbildung von Gleisen für Stadtbahnen, S-Bahnen oder Hochgeschwindigkeitsstrecken auf Tragplatten oder einer Tragschicht aus Beton, dadurch gekennzeichnet, daß die feste Fahrbahn auf der Tragschicht (3) eine betonmonolithische Fahrbahn (5) aufweist, die beidseitig im parallelen gleichmäßigen Abstand jeweils mit einer nach oben offenen Gleisführungsrille (6) zur Aufnahme von jeweils einer Schiene (8) versehen ist, wobei der Schienenfuß (9) mit einer Vergußmasse (11) in einer vorbestimmten und festbleibenden Spurhaltung und an einer in ihrer Höhe unveränderlichen Stelle fixiert und die Schiene (8) mit einem Beton (14) oder Mörtel in der Gleisführungsrille (6) vergossen ist.1. Concrete-monolithic formation of tracks for light rail, S-Bahn or high-speed lines on base plates or a base course made of concrete, characterized in that the solid carriageway on the base layer ( 3 ) has a concrete monolithic roadway ( 5 ), each on both sides at a parallel, uniform distance is provided with an upwardly open track guide groove ( 6 ) for accommodating one rail ( 8 ) each, the rail foot ( 9 ) being fixed with a casting compound ( 11 ) in a predetermined and permanent tracking and at a position which cannot be changed in height, and which Rail ( 8 ) is poured with a concrete ( 14 ) or mortar in the track guide groove ( 6 ). 2. Betonmonolithische Ausbildung von Gleisen nach Anspruch 1, dadurch gekennzeichnet, daß die Gleisführungsrille (6) eine konische Führungskontur mit nach unten divergierenden Seitenwandteilen (7) aufweist.2. Concrete monolithic formation of tracks according to claim 1, characterized in that the track guide groove ( 6 ) has a conical guide contour with diverging side wall parts ( 7 ). 3. Betonmonolithische Ausbildung von Gleisen nach Anspruch 1 bis 2, dadurch gekennzeichnet, daß die Vergußmasse (11) auf bituminösen Ausgangsstoffen basiert.3. Concrete monolithic formation of tracks according to claim 1 to 2, characterized in that the sealing compound ( 11 ) is based on bituminous starting materials. 4. Betonmonolithische Ausbildung von Gleisen nach Anspruch 1 bis 3, dadurch gekennzeichnet, daß die Gleisführungsrille (6) eine die Seitenwandteile (7) bedeckende Neoprenabschirmung (12) als Schallschutz aufweist.4. Concrete monolithic formation of rails according to claim 1 to 3, characterized in that the track guide groove ( 6 ) has a side wall parts ( 7 ) covering neoprene shield ( 12 ) as sound insulation. 5. Justagevorrichtung zum Einmessen und Feinjustieren der Schienen (8) zum Fixieren, umfassend ein auf der betonmonolithischen Fahrbahn (5) aufstehendes Rahmengestell (18) mit angelenkten Schraubspindeln (25), die zum vertikalen und horizontalen Justieren der Schienen (8) verstellbar und jeweils mit einer die Schienen (8) tragenden Schienenkralle (28) ausgebildet sind. 5. Adjustment device for measuring and fine adjustment of the rails ( 8 ) for fixing, comprising a frame ( 18 ) standing up on the concrete monolithic carriageway ( 5 ) with articulated screw spindles ( 25 ) which are adjustable and vertical for horizontal adjustment of the rails ( 8 ) are formed with a rail claw ( 28 ) carrying the rails ( 8 ). 6. Justagevorrichtung nach Anspruch 5, dadurch gekennzeichnet, daß das Rahmengestell (18) zwei äußere Seitenrahmenteile (22) umfaßt, wobei die auf der betonmonolithischen Fahrbahn (5) aufstehende Unterkante (21) der Seitenrahmenteile (22) mit zackenförmigen Ausnehmungen versehen und die Seitenrahmenteile (22) in waagerechter Anordnung mit einem Rahmenoberteil (23) waagerecht verbunden sind, wobei zwischen den benachbarten inneren Seitenrahmenteilen (22) eine Fixierung (24) in Richtung der Spur vorgesehen ist.6. Adjustment device according to claim 5, characterized in that the frame ( 18 ) comprises two outer side frame parts ( 22 ), the lower edge ( 21 ) of the side frame parts ( 22 ) standing up on the concrete monolithic carriageway ( 5 ) being provided with serrated recesses and the side frame parts ( 22 ) are connected in a horizontal arrangement to an upper frame part ( 23 ), wherein a fixation ( 24 ) is provided in the direction of the track between the adjacent inner side frame parts ( 22 ). 7. Justagevorrichtung nach Anspruch 6, dadurch gekennzeichnet, daß das Rahmenoberteil (23) mit mindestens einem seitlichen Widerlager (27) für das horizontale Justieren der Schraubspindel (25) und einem quer zur Schienenrichtung ausgebildeten Langloch (26) zum Führen der Schraubspindel (25) versehen ist.7. Adjusting device according to claim 6, characterized in that the frame upper part ( 23 ) with at least one lateral abutment ( 27 ) for the horizontal adjustment of the screw spindle ( 25 ) and a slot ( 26 ) formed transversely to the rail direction for guiding the screw spindle ( 25 ) is provided.
DE20005607U 2000-03-22 2000-03-22 Concrete-monolithic formation of tracks Expired - Lifetime DE20005607U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE20005607U DE20005607U1 (en) 2000-03-22 2000-03-22 Concrete-monolithic formation of tracks

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE20005607U DE20005607U1 (en) 2000-03-22 2000-03-22 Concrete-monolithic formation of tracks

Publications (1)

Publication Number Publication Date
DE20005607U1 true DE20005607U1 (en) 2000-10-05

Family

ID=7939377

Family Applications (1)

Application Number Title Priority Date Filing Date
DE20005607U Expired - Lifetime DE20005607U1 (en) 2000-03-22 2000-03-22 Concrete-monolithic formation of tracks

Country Status (1)

Country Link
DE (1) DE20005607U1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10138803A1 (en) * 2001-08-14 2003-02-27 Boegl Max Bauunternehmung Gmbh Process for the continuous storage of a rail on a fixed carriageway, and adjusting device and fixed carriageway
DE10251791B3 (en) * 2002-11-07 2004-03-04 Peter Gawlista Production of a fixed track for trams and trains comprises forming a concrete-monolithic roadway body, gluing rails to a hard foam strip below a rail foot, and aligning the rails in the track grooves using track adjusting devices
EP2354301A1 (en) * 2010-02-03 2011-08-10 Cdm Nv Vibration isolator with an elastic boot for continuously supported rails and method for fixing this vibration isolator

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10138803A1 (en) * 2001-08-14 2003-02-27 Boegl Max Bauunternehmung Gmbh Process for the continuous storage of a rail on a fixed carriageway, and adjusting device and fixed carriageway
WO2003016629A1 (en) * 2001-08-14 2003-02-27 Max Bögl Bauunternehmung GmbH & Co. KG Method for the continuous laying of a rail on a rigid track, in addition to an alignment device and a rigid track
DE10251791B3 (en) * 2002-11-07 2004-03-04 Peter Gawlista Production of a fixed track for trams and trains comprises forming a concrete-monolithic roadway body, gluing rails to a hard foam strip below a rail foot, and aligning the rails in the track grooves using track adjusting devices
EP2354301A1 (en) * 2010-02-03 2011-08-10 Cdm Nv Vibration isolator with an elastic boot for continuously supported rails and method for fixing this vibration isolator

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Legal Events

Date Code Title Description
R086 Non-binding declaration of licensing interest
R207 Utility model specification

Effective date: 20001109

R163 Identified publications notified

Effective date: 20001012

R156 Lapse of ip right after 3 years

Effective date: 20031001