EP2616590A1 - Feste fahrbahn für schienenfahrzeuge mit einem rettungsweg - Google Patents
Feste fahrbahn für schienenfahrzeuge mit einem rettungswegInfo
- Publication number
- EP2616590A1 EP2616590A1 EP11733659.4A EP11733659A EP2616590A1 EP 2616590 A1 EP2616590 A1 EP 2616590A1 EP 11733659 A EP11733659 A EP 11733659A EP 2616590 A1 EP2616590 A1 EP 2616590A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- cover plates
- rails
- track according
- carriageway
- fixed
- 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
Links
- 241001669679 Eleotris Species 0.000 claims abstract description 9
- 239000007787 solid Substances 0.000 claims description 11
- 239000010426 asphalt Substances 0.000 claims description 3
- 229920001971 elastomer Polymers 0.000 claims description 3
- 239000000806 elastomer Substances 0.000 claims description 3
- 239000004746 geotextile Substances 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 230000008439 repair process Effects 0.000 description 7
- 239000010410 layer Substances 0.000 description 6
- 239000011178 precast concrete Substances 0.000 description 5
- 238000012423 maintenance Methods 0.000 description 2
- 230000000295 complement effect Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2/00—General structure of permanent way
-
- 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
- E01B1/002—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
- E01B26/00—Tracks or track components not covered by any one of the preceding groups
-
- 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
-
- 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 invention is therefore based on the object, a solid roadway for
- the invention is based on the finding that the use of
- the threshold compartment is covered in the solid pavement according to the invention by at least two cover plates.
- a small-part design of the cover plates can be realized, resulting in correspondingly low masses of the cover plates, which allow manual handling.
- the cover plates have a substantially triangular basic shape and two cover plates are arranged so that they form a rectangle covering the threshold compartment.
- the triangular basic shape of the cover plates has proven to be favorable in terms of storage. Two such
- Solid lanes according to the invention have on their underside ribs or sockets. Ribs or bases serve as reinforcement of the cover plate, resulting in a hollow layer in the sleeper compartment, which facilitates drainage of the top of the cover plates and thus the rescue route.
- a load distributing intermediate layer may be arranged, in particular a geotextile
- a position assurance can be achieved in the solid pavement according to the invention by the cover plates are secured by screws, the
- strip-shaped plates are arranged on both sides of the rails, which can be lifted and removed if necessary.
- the strip-shaped plates are formed integrally with the cover plates. Because of the low mass of the cover plates, the rails can be exposed by removing the cover plates formed integrally with the strip-shaped plates. The removed cover plates can be stored laterally, so that
- Cover plate is less than 250 kg, preferably less than 200 kg.
- the cover plates can be designed as precast reinforced concrete parts. Further advantages and details of the invention are based on a
- FIG. 2 shows a section through the fixed carriageway shown in FIG. 1 along the
- FIG. 5 is a side view of the cover plate shown in FIG. 4; FIG. and second embodiment of a cover plate.
- the fixed carriageway 1 shown in a plan view in FIG. 1 comprises sleepers 2 embedded in a carriageway slab, on which rails 3 by means of
- Tunnel tube which is connected to this via cross passages, used as an escape route for rescue vehicles that can pass the emergency route in oncoming traffic.
- the rescue vehicles can drive on the cover plates 5, 6, 7, wherein one track in each case runs outside the rails 3 and the other track runs between the two rails 3.
- the sleepers 2 are shown in Fig. 1 with their lattice girders 8. It is about thereby to bi-block sleepers, the lattice girders 8 are poured in the installed state in a deck plate 18, so that only the upper portions of the threshold blocks 9 is visible.
- a sleeper compartment formed by two adjacent rails 3 and adjacent sleepers 2 arranged transversely thereto is covered by two cover plates 6, 7 in the illustrated embodiment.
- the arranged between the rails 3 cover plates 6, 7 have an at least
- two cover plates 6, 7 are arranged so that they form a rectangle together.
- a pair of cover plates 6, 7 together covers a sleeper compartment.
- the shape of the cover plates 6, 7 is not exactly triangular, since the common edge does not extend exactly through the vertices of the cover plates 6, 7.
- the common edge 10 ends offset from a corner and extends obliquely to the rails 3 and the thresholds 2. At one end of the edge 10, a parallel to the rails 3 section 1 1 connects. This results in the cover plate 6, a corner portion which serves as a bearing point 12.
- a formed from the cover plates 6, 7 pair is supported with its adjacent to the thresholds 2 side via a bearing on the sleepers 2, on the opposite side of the cover plates 6, 7 are mounted on bearings 13, 14. As a result, a full bearing of the cover plates 6, 7 is given, is avoided in the tilting without means for height adjustment are required.
- At the adjacent to the rails 3 outer sides of the cover plates 6, 7 are strip-shaped plates 15 which cover the area next to the rails 3. The strip-shaped plates 15 can be removed, if
- strip-shaped plates 15 integrally formed with the cover plates 6, 7, so that the strip-shaped plates 15 by lifting and removing the
- the cover plates 5, 6, 7 are secured by means of screws with shims, which are screwed into screw anchors of the thresholds 2. This with
- Shims provided screws lie in recesses and press the plates vertically.
- a load distributing intermediate layer is arranged below the cover plates 5, 6, 7, in the illustrated embodiment is an elastomer layer.
- the load-distributing interlayer may be formed as geotextile, as well as bitumen board may be used for this purpose.
- FIG. 2 shows a section through the fixed track 1 along the line II-II of FIG. 1. It can be seen that the rails 3 and the cover plates 5, 6, 7 in the region of the thresholds 2 have approximately the same height level.
- Fig. 3 shows the solid track 1 shown in Fig. 1 along the line III - III cut.
- the cover plates 6, 7 rest on the sleepers 2.
- the cover plate 5 is on sleepers heads and on a carriageway plate 18, under which a hydraulically bonded support layer 19 is located.
- Fig. 4 shows the approximately triangular cover plate 7 in an enlarged view, which is provided for the arrangement between the rails 3.
- Fig. 5 shows the cover plate 7 in a side view.
- the cover plate 7 is designed as a precast reinforced concrete part and has a mass of about 200 kg. Therefore, the cover plate 7 can be raised if necessary, such as necessary repair work on the rails 3, manually or with simple manually operable tools and stored next to the rails, without complex mechanical lifting equipment or the like are required.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Railway Tracks (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE202010012712U DE202010012712U1 (de) | 2010-09-17 | 2010-09-17 | Feste Fahrbahn für Schienenfahrzeuge mit einem Rettungsweg |
PCT/EP2011/061732 WO2012034729A1 (de) | 2010-09-17 | 2011-07-11 | Feste fahrbahn für schienenfahrzeuge mit einem rettungsweg |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2616590A1 true EP2616590A1 (de) | 2013-07-24 |
EP2616590B1 EP2616590B1 (de) | 2016-04-20 |
Family
ID=43218359
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP11733659.4A Active EP2616590B1 (de) | 2010-09-17 | 2011-07-11 | Feste fahrbahn für schienenfahrzeuge mit einem rettungsweg |
Country Status (7)
Country | Link |
---|---|
EP (1) | EP2616590B1 (de) |
KR (1) | KR20130079542A (de) |
DE (1) | DE202010012712U1 (de) |
ES (1) | ES2580003T3 (de) |
HU (1) | HUE029941T2 (de) |
PL (1) | PL2616590T3 (de) |
WO (1) | WO2012034729A1 (de) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102013108710A1 (de) * | 2013-08-12 | 2015-02-12 | Ed. Züblin Ag | Verfahren und Vorrichtung zum Herstellen einer Gleiseindeckung von Festen Fahrbahnen in Eisenbahntunneln und auf Brücken für die Befahrung mit gummibereiften Rettungsfahrzeugen |
AT515387B1 (de) * | 2014-02-13 | 2016-06-15 | Porr Bau Gmbh | Führungsschienenfunktion mit einem modularen Betonplattensystem (Befahrbarkeitssystem) |
CN104452484A (zh) * | 2014-11-10 | 2015-03-25 | 中国铁道科学研究院铁道建筑研究所 | 无砟轨道基础沉降的修复方法 |
DE102017122337A1 (de) * | 2017-09-26 | 2019-03-28 | Joachim Süss | Gleiskonstruktion |
CN115142307B (zh) * | 2022-08-29 | 2022-12-02 | 中铁上海工程局集团第三工程有限公司 | 一种用于铁路附属设施跨轨安装的设备及其方法 |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4641779A (en) * | 1984-05-10 | 1987-02-10 | Brien Terrence X O | Concrete grade crossing system |
DE19544666C2 (de) | 1995-11-30 | 2000-11-23 | Wayss & Freytag Ag | Rettungsweg für Feste Fahrbahnen |
DE10138869A1 (de) * | 2001-08-08 | 2003-02-20 | Kraiburg Elastik | Gleisübergangseinrichtung |
AT6414U1 (de) * | 2002-07-17 | 2003-10-27 | Gmundner Fertigteile Gmbh | Gleisabdeckung |
DE102005029552A1 (de) * | 2005-06-25 | 2007-01-04 | Max Bögl Bauunternehmung GmbH & Co. KG | Feste Fahrbahn im Tunnel |
DE102007009271A1 (de) * | 2006-08-02 | 2008-02-07 | WECO Bahnüberwege- und Auffangwannenbau GmbH | System zur Bildung eines Flucht- oder Rettungswegs in Gleisanlagen |
-
2010
- 2010-09-17 DE DE202010012712U patent/DE202010012712U1/de not_active Expired - Lifetime
-
2011
- 2011-07-11 HU HUE11733659A patent/HUE029941T2/hu unknown
- 2011-07-11 WO PCT/EP2011/061732 patent/WO2012034729A1/de active Application Filing
- 2011-07-11 PL PL11733659.4T patent/PL2616590T3/pl unknown
- 2011-07-11 EP EP11733659.4A patent/EP2616590B1/de active Active
- 2011-07-11 KR KR1020137009684A patent/KR20130079542A/ko active Search and Examination
- 2011-07-11 ES ES11733659.4T patent/ES2580003T3/es active Active
Non-Patent Citations (1)
Title |
---|
See references of WO2012034729A1 * |
Also Published As
Publication number | Publication date |
---|---|
DE202010012712U1 (de) | 2010-11-25 |
KR20130079542A (ko) | 2013-07-10 |
EP2616590B1 (de) | 2016-04-20 |
ES2580003T3 (es) | 2016-08-18 |
PL2616590T3 (pl) | 2016-10-31 |
HUE029941T2 (hu) | 2017-04-28 |
WO2012034729A1 (de) | 2012-03-22 |
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