EP1012394B1 - Gleisanlage für schienengebundene fahrzeuge - Google Patents
Gleisanlage für schienengebundene fahrzeuge Download PDFInfo
- Publication number
- EP1012394B1 EP1012394B1 EP98946424A EP98946424A EP1012394B1 EP 1012394 B1 EP1012394 B1 EP 1012394B1 EP 98946424 A EP98946424 A EP 98946424A EP 98946424 A EP98946424 A EP 98946424A EP 1012394 B1 EP1012394 B1 EP 1012394B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- trough
- track system
- closure element
- drain
- track
- 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
Links
Images
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
-
- 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
- E01B1/008—Drainage of track
-
- 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
- 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
- E01B2204/07—Drainage
Definitions
- the invention relates to a track system for rail-bound Vehicles, especially railways, with one Superstructure, the rails mounted on sleepers and a die Has threshold supporting ballast bed, wherein the superstructure of at least one track in a longitudinal direction of the track system, U-shaped trough is made of concrete, a floor slab and on opposite sides up, the Ballast bed has lateral end caps supporting, with at least one drain pipe for drainage in the trough the trough interior is provided.
- EP 0 663 470 A1 shows a track system with a U-shaped trough made of concrete, in which the ballast bed and the tracks are picked up.
- a hardening mortar suspension integrated, which completely fills the trough interior.
- the drainage openings must be made with the help of to be closed by stoppers.
- the track system is a monolithic bearing body for the Tracks formed, the rain water superficial discharges without it being able to accumulate in the trough.
- the hardened mortar suspension prevents in cooperation with the cast plugs that the groundwater penetrates into the trough.
- the invention has for its object a track system of the type mentioned at the outset, in which the Entry of groundwater into the trough reliably and in is simply avoided.
- the drain line a closure device is associated with a closure element comprises, optionally between an open position in which the water can drain from the interior of the trough, and a position closing the drain line adjustable is in which at least water penetration prevented by the drain pipe into the interior of the trough is.
- the invention is based on the consideration that the lateral support for the ballast bed also as a protective tank against rising groundwater can be used. It is also provided that that in the interior of the trough or during precipitation water entering at normal groundwater level above the Drain pipes. The entry of water at rising water table through the drain pipes However, if necessary, it can be adjusted using the adjustable Closure element prevented.
- the edge caps are in the track system according to the invention of course so highly trained that statistically expected groundwater not over the edge caps can run into the trough.
- the trough is in The height and cross-section should be dimensioned so that it closes at all expected groundwater levels without buoyancy Anchoring rests on the ground.
- a mechanical closure element preferred either manually or with a corresponding drive device optionally in a open position which releases the drain line or in one which closes the drain line in both flow directions Position can be brought.
- a locking device has become adjustable and in particular Swivel-mounted flap has proven itself.
- alternative can also be controlled via rack and thread Sliding bulkhead or a check valve may be provided, the one flow of water directed outwards from the interior of the trough allows an opposite flow of water however prevented.
- the closure device assigned a detector device by means of the current groundwater level in the area of the trough is grasped. If the detector device is a Exceeding a predetermined limit of the groundwater level determines, it either acts directly the closure element and closes the drain line, however, it is preferably provided that the detector device emits a signal from a control unit is received, whereupon the necessary action to activate a drive device for closing of the closure element or a notification done by service personnel, who then the closure elements in the closed position.
- the closure element If the closure element the drain line over longer Time keeps locked because the water table is on remains at a high level, can turn out in the trough Accumulate resulting water. Too too to be able to remove this if necessary is preferred provided that a drainage pump in the trough is arranged by means of which the trough interior is drained can be.
- the trough according to the invention can be provided each track in a separate trough, for cost reasons however, it should be cheaper, several Adjacent tracks in a common trough.
- Figure 1 comprises a track system 10 for a single track railway line a concrete preferably as a continuous belt in the longitudinal direction the track system extending trough 14, the one on a substructure or the ground 22 supported base plate 15 and attached side, upwards protruding edge caps 16 includes.
- the bottom plate 15 forms the U-shaped trough together with the edge caps 16 14 for receiving a ballast bed 13 in the interior of the trough 24.
- the ballast bed 13 is optionally for Formation of a stable ballast body stuck together and stores sleepers 11 and rails 12 in known Wise.
- Drain line 17 is provided through which in the interior of the trough 24 water collecting on the side during precipitation can flow away, as indicated by the arrow W.
- Supporting the drain can affect the floor area of the Trough interior 24 with a corresponding bank be provided.
- a detector device 20 installed, the GW groundwater level in the area of the trough 14 detected and a corresponding signal via a line 21 to a control unit, not shown emits.
- the track is in normal operation Flap 18 in the open position and the Drainage pump 19 is deactivated, which is in the Trough interior 24 water collecting through the drain line can flow out in the form of a free-level drain. If the detector device 20 an increase in the groundwater level GW over a predetermined limit determines is caused by the control unit that the The closure flap 18 is brought into the closed position is so that the entry of groundwater into the interior of the trough 24 is avoided, as shown in Figure 2 is. The drainage of the trough interior 24 of possible precipitation by activating the Drainage pump 19 take place.
- FIGS 3 and 4 show an alternative embodiment the track system according to the invention, which is different from the example according to Figures 1 and 2 only thereby distinguishes that two now running side by side Tracks with their ballast bed 13 in a common Trough 14a are formed.
- each a drain line 17 formed with a associated closure flap 18 can be closed in the manner mentioned is.
- To facilitate the drain from the Interior of the trough 24 is its bottom surface with a roof-shaped Bank designed and at its deepest A drainage pump 19 is arranged at each point.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Train Traffic Observation, Control, And Security (AREA)
- Platform Screen Doors And Railroad Systems (AREA)
- Devices For Checking Fares Or Tickets At Control Points (AREA)
Description
- Figur 1
- einen Querschnitt durch eine Gleisanlage bei normalen Grundwasserstand,
- Figur 2
- die Gleisanlage gemäß Figur 1 bei hohem Grundwasserstand,
- Figur 3
- einen Querschnitt durch einen zwei Gleise aufnehmenden Trog bei normalen Grundwasserstand und
- Figur 4
- die Gleisanlage gemäß Figur 3 bei hohem Grundwasserstand.
Claims (9)
- Gleisanlage für schienengebundene Fahrzeuge, insbesondere Eisenbahnen, mit einem Oberbau, der auf Schwellen (11) gelagerte Schienen (12) und ein die Schwellen (11) unterstützendes Schotterbett (13) aufweist, wobei der Oberbau zumindest eines Gleises in einem in Längsrichtung der Gleisanlage verlaufenden U-förmigen Trog (14; 14a) aus Beton aufgenommen ist, der eine Bodenplatte (15) und an entgegengesetzten Seiten nach oben vorstehende, das Schotterbett (13) seitlich abstützende Randkappen (16) aufweist, wobei im Trog (14; 14a) zumindest eine Abflußleitung (17) zur Entwässerung des Troginnenraums (24) vorgesehen ist, dadurch gekennzeichnet, daß der Abflußleitung (17) eine Verschlußeinrichtung zugeordnet ist, die ein Verschlußelement (18) umfaßt, das wahlweise zwischen einer geöffneten Stellung, in der das Wasser aus dem Troginnenraum (24) abfließen kann, und einer die Abflußleitung (17) verschließenden Stellung verstellbar ist, in der zumindest das Eindringen von Wasser durch die Abflußleitung (17) in den Troginnenraum verhindert ist.
- Gleissanlage nach Anspruch 1, dadurch gekennzeichnet, daß das Verschlußelement (18) eine verstellbar gelagerte Verschlußklappe ist.
- Gleisanlage nach Anspruch 1, dadurch gekennzeichnet, daß das Verschlußelement ein Rückschlagventil ist.
- Gleisanlage nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß das Verschlußelement (18) in Abhängigkeit von dem Grundwasserstand in der Umgebung des Troges (14;14a) verstellbar ist.
- Gleisanlage nach einem der Ansprüche 1 bis 4, gekennzeichnet durch eine Detektoreinrichtung (20) zur Erfassung des Grundwasserstandes in der Umgebung des Troges (14; 14a).
- Gleisanlage nach Anspruch 5, dadurch gekennzeichnet, daß die Detektoreinrichtung (20) bei Überschreiten eines vorbestimmten Grenzwertes des Grundwasserstandes ein Signal abgibt, mittels dessen das Verschlußelement (18) mittelbar oder unmittelbar in die geschlossene Stellung bringbar ist.
- Gleisanlage nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß in dem Trog (14; 14a) eine Entwässerungspumpe (19) angeordnet ist, mittels der der Troginnenraum (24) bei geschlossenem Verschlußelement (18) entwässerbar ist.
- Gleisanlage nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, daß mehrere Gleise in einem gemeinsamen Trog (14a) nebeneinander aufgenommen sind.
- Gleisanlage nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, daß in beiden Randkappen (16) jeweils Abflußleitungen (17) ausgebildet sind.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19741020A DE19741020A1 (de) | 1997-09-18 | 1997-09-18 | Gleisanlage für schienengebundene Fahrzeuge |
DE19741020 | 1997-09-18 | ||
PCT/EP1998/005377 WO1999014434A1 (de) | 1997-09-18 | 1998-08-25 | Gleisanlage für schienengebundene fahrzeuge |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1012394A1 EP1012394A1 (de) | 2000-06-28 |
EP1012394B1 true EP1012394B1 (de) | 2003-05-07 |
Family
ID=7842716
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98946424A Expired - Lifetime EP1012394B1 (de) | 1997-09-18 | 1998-08-25 | Gleisanlage für schienengebundene fahrzeuge |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP1012394B1 (de) |
AT (1) | ATE239830T1 (de) |
AU (1) | AU9346498A (de) |
DE (3) | DE19741020A1 (de) |
WO (1) | WO1999014434A1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105672064A (zh) * | 2016-01-17 | 2016-06-15 | 中铁二院工程集团有限责任公司 | 一种高速铁路路基电缆槽及护肩施工方法 |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102010030334A1 (de) | 2010-06-22 | 2011-12-22 | Ed. Züblin Ag | Verfahren zur Sanierung einer Gleisanlage mit einem Schotterbett |
CN103510431B (zh) * | 2013-09-30 | 2015-06-24 | 华东交通大学 | 过渡段用撮砂型无级自动沉降补偿装置 |
CN103572669B (zh) * | 2013-11-01 | 2015-04-22 | 中铁三局集团有限公司 | 一种道床及隧底病害整治施工方法及锚固装置 |
CN106930158A (zh) * | 2015-12-31 | 2017-07-07 | 陈世宗 | 橡胶挡砟板 |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1633211A (en) * | 1924-06-30 | 1927-06-21 | Edwin A Jenks | Roadway embankment |
JPS521161B2 (de) * | 1972-02-10 | 1977-01-12 | ||
DE4100881A1 (de) * | 1991-01-14 | 1992-07-16 | Cronau Heinrich Gmbh | Oberbau fuer eisenbahn-gleisanlagen |
DE4439894C2 (de) * | 1994-01-18 | 1998-04-09 | Heitkamp Gmbh Bau | Oberbau für Eisenbahngleise |
DE19500443A1 (de) * | 1995-01-10 | 1996-07-18 | Groetz Georg | Gleisanlage für schienengebundene Fahrzeuge |
US5655561A (en) * | 1995-11-27 | 1997-08-12 | Wendel; A. Christopher | Wireless system for detecting and stopping water leaks |
-
1997
- 1997-09-18 DE DE19741020A patent/DE19741020A1/de not_active Withdrawn
-
1998
- 1998-08-25 AU AU93464/98A patent/AU9346498A/en not_active Abandoned
- 1998-08-25 AT AT98946424T patent/ATE239830T1/de not_active IP Right Cessation
- 1998-08-25 DE DE59808294T patent/DE59808294D1/de not_active Expired - Lifetime
- 1998-08-25 EP EP98946424A patent/EP1012394B1/de not_active Expired - Lifetime
- 1998-08-25 WO PCT/EP1998/005377 patent/WO1999014434A1/de active IP Right Grant
- 1998-08-25 DE DE29824458U patent/DE29824458U1/de not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105672064A (zh) * | 2016-01-17 | 2016-06-15 | 中铁二院工程集团有限责任公司 | 一种高速铁路路基电缆槽及护肩施工方法 |
Also Published As
Publication number | Publication date |
---|---|
DE19741020A1 (de) | 1999-04-08 |
DE59808294D1 (de) | 2003-06-12 |
WO1999014434A1 (de) | 1999-03-25 |
DE29824458U1 (de) | 2001-01-25 |
ATE239830T1 (de) | 2003-05-15 |
AU9346498A (en) | 1999-04-05 |
EP1012394A1 (de) | 2000-06-28 |
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