EP0839957A3 - Resilient support for sleepers in a ballastless railway-track structure - Google Patents
Resilient support for sleepers in a ballastless railway-track structure Download PDFInfo
- Publication number
- EP0839957A3 EP0839957A3 EP97118694A EP97118694A EP0839957A3 EP 0839957 A3 EP0839957 A3 EP 0839957A3 EP 97118694 A EP97118694 A EP 97118694A EP 97118694 A EP97118694 A EP 97118694A EP 0839957 A3 EP0839957 A3 EP 0839957A3
- Authority
- EP
- European Patent Office
- Prior art keywords
- sleepers
- support
- threshold
- stretched
- base plate
- 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- Withdrawn
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
- 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
- E01B1/007—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with interlocking means to withstand horizontal forces
-
- 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
- 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
- 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
- E01B2204/13—Dowels for slabs, sleepers or rail-fixings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
Als elastisches Auflager für Schwellen einer Festen Fahrbahn bei Eisenbahnen dienen in Längsrichtung vorgedehnte, über die gesamte Länge der Schwelle (2) durchlaufende Auflagerbänder (1), die an ihren Enden durch Sicherungshaken (4) gehalten und durch Längsrillen (6) in der Unterseite der Schwelle (2) in ihrer Lage gesichert werden. Zur Übertragung von Horizontalkräften ist die Schwelle (2) mit der Bodenplatte (3) durch einen vertikal verschiebbaren Bolzen (5) kraftschlüssig verbunden.In serve as an elastic support for sleepers of a slab track in railways Stretched in the longitudinal direction and running over the entire length of the sleeper (2) Support tapes (1) held at their ends by securing hooks (4) and by Longitudinal grooves (6) in the underside of the threshold (2) are secured in their position. For Transfer of horizontal forces is the threshold (2) with the base plate (3) through a vertically displaceable bolt (5) non-positively connected.
Im Montagezustand werden die mit einer Schlaufe endenden Auflagerbänder (1) durch Ecknuten (7) in den Schwellenaußenkanten gehalten.In the assembled state, the support straps (1) ending with a loop are pushed through Corner grooves (7) held in the outer threshold edges.
In einem Verfahren zur Herstellung der geplanten Gleishöhenlage mit Hilfe der Auflagerbänder (1) werden die bereits verlegten Schwellen (2) zunächst angehoben und die Auflagerbänder (1) in Längsrichtung vorgedehnt, wobei deren Dicke abnimmt. Nach Absenkung der Schwellen (2) auf die vorgesehene Höhenlage wird die Vordehnung soweit verringert, daß die wieder zunehmende Dicke der Auflagerbänder (1) den Raum zwischen der Schwelle (2) und der Bodenplatte (3) vollständig ausfüllt. In a method for producing the planned track height position with the aid of the support strips (1), the sleepers (2) that have already been laid are first raised and the support strips (1) are stretched in the longitudinal direction, their thickness decreasing. After lowering the sleepers (2) to the intended altitude, the pre-stretch is reduced to such an extent that the increasing thickness of the support belts (1) completely fills the space between the sleepers (2) and the base plate (3).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE1996143809 DE19643809C1 (en) | 1996-10-30 | 1996-10-30 | Elastic support for sleepers of a slab track in railways and a method for producing such an elastic support |
DE19643809 | 1996-10-30 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0839957A2 EP0839957A2 (en) | 1998-05-06 |
EP0839957A3 true EP0839957A3 (en) | 1999-03-31 |
Family
ID=7809605
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP97118694A Withdrawn EP0839957A3 (en) | 1996-10-30 | 1997-10-28 | Resilient support for sleepers in a ballastless railway-track structure |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP0839957A3 (en) |
DE (1) | DE19643809C1 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102005021636A1 (en) * | 2005-05-06 | 2006-11-16 | SCHWIHAG GESELLSCHAFT FüR EISENBAHNOBERBAU MBH | Railway sleeper, in particular hollow sleeper |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3622072A (en) * | 1968-06-20 | 1971-11-23 | Japan National Railway | Structure installation method |
US4470866A (en) * | 1981-08-09 | 1984-09-11 | Sumitomo Rubber Industries, Ltd. | Rubber sheet bonding apparatus |
DE4201945A1 (en) * | 1991-02-19 | 1992-08-20 | Semperit Ag Holding | Sleeper shoe for flexible positioning of rail support sleepers - uses adhesive strips on at least one side of the shoe |
EP0637645A1 (en) * | 1993-08-02 | 1995-02-08 | Wayss & Freytag Aktiengesellschaft | Rigid railroad-base |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3710188A1 (en) * | 1987-03-27 | 1988-10-13 | Achim Wirth | Clamped superstructure |
-
1996
- 1996-10-30 DE DE1996143809 patent/DE19643809C1/en not_active Expired - Fee Related
-
1997
- 1997-10-28 EP EP97118694A patent/EP0839957A3/en not_active Withdrawn
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3622072A (en) * | 1968-06-20 | 1971-11-23 | Japan National Railway | Structure installation method |
US4470866A (en) * | 1981-08-09 | 1984-09-11 | Sumitomo Rubber Industries, Ltd. | Rubber sheet bonding apparatus |
DE4201945A1 (en) * | 1991-02-19 | 1992-08-20 | Semperit Ag Holding | Sleeper shoe for flexible positioning of rail support sleepers - uses adhesive strips on at least one side of the shoe |
EP0637645A1 (en) * | 1993-08-02 | 1995-02-08 | Wayss & Freytag Aktiengesellschaft | Rigid railroad-base |
Also Published As
Publication number | Publication date |
---|---|
EP0839957A2 (en) | 1998-05-06 |
DE19643809C1 (en) | 1998-06-04 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO2006111113A1 (en) | Solid railway for track vehicles, and method for the production thereof | |
CH634367A5 (en) | RAILWAY TRANSITION. | |
DE102006062638A1 (en) | Track system for rail-bound vehicle i.e. magnetic levitation vehicle, has springs pre-loaded about measure during unloaded condition of beams, where measure is approximately smaller than another measure yielded during loaded condition | |
EP0637645B1 (en) | Rigid railroad-base | |
EP0839957A3 (en) | Resilient support for sleepers in a ballastless railway-track structure | |
DE2830138A1 (en) | sleeper-less concrete railway track rail support points - are reinforced concrete units mounted on others initially let into slab | |
WO2010031099A1 (en) | Track supporting layer | |
DE69836856T2 (en) | Climbing device for producing an elevated structure for artificial landscapes | |
DE10004626A1 (en) | Construction method for derailment guard for railway tracks with shutterings constructed on site on concrete track bed plate beside track, and space filled with concrete and reinforcements | |
DE29918842U1 (en) | Track superstructure for trams, in particular in a carriageway for road vehicles | |
DE19952803C2 (en) | Superstructure for rail-bound public transport vehicles and method and device for its manufacture | |
DE29703508U1 (en) | Slab track, mainly for the switch area | |
DE19522478C2 (en) | Process for precise and low-tolerance production of rail support points with high surface accuracy and formwork elements for carrying out the process | |
DE69916641T2 (en) | IMPROVEMENTS ON OR WITH REGARD TO RAILWAY RAILWAYS | |
DE2461657C2 (en) | Two-part concrete body that can be assembled from prefabricated parts to form platform edges | |
EP1323866B1 (en) | Method for constructing a ballastless railway track | |
EP1736599A1 (en) | Method for construction of tracks for railways or the like | |
DE20207669U1 (en) | Track for magnetic levitation railway, includes support structure having hollow profile carrier on which support arrangement is supported, carrying stator arrangement | |
DE29700893U1 (en) | Joint between two longitudinal sleepers made of concrete | |
DE19501696A1 (en) | Low-noise track body | |
DE4414778C2 (en) | Channel or travel tube as a route for magnetic levitation trains for the transport of goods or people | |
EP0522449B1 (en) | Rail supporting device | |
DE2353144C3 (en) | Procedure for laying a track and then laying track | |
WO1989007171A1 (en) | Superstructure for a heavy-duty permanent way | |
DE4041237A1 (en) | Permanent way superstructure with counter weights - which are used for counteracting sleeper lifting force |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AT BE CH DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;RO;SI |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE CH DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;RO;SI |
|
AKX | Designation fees paid | ||
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 19991001 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: 8566 |