EP2274486A1 - Feste fahrbahn für schienengebundene fahrzeuge auf einer brücke - Google Patents
Feste fahrbahn für schienengebundene fahrzeuge auf einer brückeInfo
- Publication number
- EP2274486A1 EP2274486A1 EP09741773A EP09741773A EP2274486A1 EP 2274486 A1 EP2274486 A1 EP 2274486A1 EP 09741773 A EP09741773 A EP 09741773A EP 09741773 A EP09741773 A EP 09741773A EP 2274486 A1 EP2274486 A1 EP 2274486A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- support plate
- stopper
- longitudinal
- plate
- superstructure
- 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
- 239000004567 concrete Substances 0.000 claims description 9
- 230000001681 protective effect Effects 0.000 claims description 7
- 239000007787 solid Substances 0.000 claims description 2
- 239000011248 coating agent Substances 0.000 claims 1
- 238000000576 coating method Methods 0.000 claims 1
- 238000000926 separation method Methods 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 abstract description 8
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 238000009415 formwork Methods 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 9
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
-
- 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
- E01B2/00—General structure of permanent way
- E01B2/003—Arrangement of tracks on bridges or in tunnels
Definitions
- the invention relates to a slab track for rail vehicles on a bridge, the slab is composed of a Brückenauerbauplat- te, this covering, a longitudinal buckle and stoppers having support plate and recesses having a top plate, on which the rails are arranged with fastening means.
- slab tracks have become established on the high-speed rail lines of the railway.
- the rails are not mounted on sleepers arranged in a ballast bed but are supported on a reinforced concrete slab.
- the use of the slab track for high-speed lines is due to the better positional stability and the greater availability due to longer maintenance intervals.
- the invention has for its object to develop a construction that requires a simpler longitudinal reinforcement and a reduced formwork and manufacturing costs and allows the production of longer plates.
- This is inventively achieved in that the longitudinal recess (4) having support plate (1) the stopper (5) at the level of the center of the superstructure plate to be arranged above (8) and the longitudinal recess (7) of the support plate (1) in this area a length of 60 to 100 cm is interrupted by the stopper (5) and the top plate (8) has a longitudinal rib (4) which is interrupted in its central region over a length of 65 cm to 105 cm by means of a recess (6) , in which the stopper (5) of the support plate (1) engages positively.
- the edges of the longitudinal rib (4) have strip bearings, wherein an elastomeric tape is glued as a strip bearing on the edges of the longitudinal rib (4).
- This has a thickness of 1, 0 to 1.5 cm.
- a protective concrete layer (3) is arranged under the support plate (1). It preferably has a minimum concrete grade of C25 / 35 and a thickness of 5 to 11cm.
- a seal (11) can be arranged between the bridge superstructure plate (2) and the support plate (1) or the protective concrete layer (3). This is designed with bituminous membranes and serves to protect the bridge superstructure plate (2).
- the support plate (1) has at its the protective concrete layer (3) facing side at a mutual distance of 300 to 800 cm (9; 10), which have a width of 8 to 12 cm and over the entire width of the support plate (1). are executed.
- the longitudinal rib (4) with recess (6) can also be arranged on the support plate (1) and the longitudinal recess (7) with stopper (5) on the superstructure board (8).
- the design is better adaptable to the respective conditions of the bridge and the respective load entry.
- the length of the slabs on bridges can be increased and then ... to about 30m. Only a simple and inexpensive longitudinal reinforcement (less cutting and bending) is required - the slabs require less overall reinforcement (less reinforcement for stoppers ) The cost of formwork, reinforcement and other expenses drops by about 50%, the arrangement of the stopper in the middle of the support plate requires only one stopper per support plate and a recess in the superstructure board with the arrangement of only one stopper instead of two stoppers of which in the conventional design one is arranged at each end of the plate arise between Oberbauplatte and bridging plate no constraints on changes in length - a "wander" the Oberbauplatte in the longitudinal direction is avoided the Oberbauplatte can unhindered by the central arrangement of the stopper expand due to the effect of temperature or together flee
- the number of superstructure boards and the stopper is considerably reduced for a bridge overhang length (eg 18 m plate length with one stopper instead of 6 m plate length with two stoppers).
- Figure 1 the bridge construction of the slab track in longitudinal section - Figure 2 - a cross section through the bridge in the end region of the plate
- Figure 3 - a cross section through the bridge in the middle of the plate
- the support plate 1 is supported on the bridging board 2 via a protective concrete layer 3.
- the support plate 1 has the longitudinal recess 7 and in the middle region the stopper 5, which engages in the centrally arranged recess 6 of the longitudinal rib 4 of the superstructure board 8.
- the support plate 1 has at a distance of 300 to 800 cm transverse grooves 9; 10, which are executed in a width of about 10 cm. They serve the Querentskysstation the bridge superstructure plate 2. Between the support plate 1 and the bridge superstructure plate 2 or the protective concrete layer 3, a seal 11 is arranged.
- the support plate 1 is separated from the superstructure board 8 by a parting plane 12. This ensures that both plates can move different from each other when temperature is affected, so that cracks in the construction can be avoided.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Railway Tracks (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE202008006153U DE202008006153U1 (de) | 2008-05-05 | 2008-05-05 | Feste Fahrbahn für schienengebundene Fahrzeuge auf einer Brücke |
PCT/EP2009/001547 WO2009135554A1 (de) | 2008-05-05 | 2009-03-05 | Feste fahrbahn für schienengebundene fahrzeuge auf einer brücke |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2274486A1 true EP2274486A1 (de) | 2011-01-19 |
EP2274486B1 EP2274486B1 (de) | 2013-05-08 |
Family
ID=39598176
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09741773.7A Not-in-force EP2274486B1 (de) | 2008-05-05 | 2009-03-05 | Feste fahrbahn für schienengebundene fahrzeuge auf einer brücke |
Country Status (9)
Country | Link |
---|---|
US (1) | US20110197379A1 (de) |
EP (1) | EP2274486B1 (de) |
JP (1) | JP5220184B2 (de) |
KR (1) | KR101225807B1 (de) |
CN (1) | CN102016177B (de) |
CA (1) | CA2723757C (de) |
DE (1) | DE202008006153U1 (de) |
RU (1) | RU2460837C2 (de) |
WO (1) | WO2009135554A1 (de) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104947547A (zh) * | 2014-03-26 | 2015-09-30 | 苏州安邦轨道科技有限公司 | 一种复合减振板式轨道系统单体及复合式隔振浮置道床 |
DE102016001953B4 (de) * | 2016-02-19 | 2023-04-13 | Karl Gerhards | Eisenbahnbrücken mit Fester Fahrbahn und durchgehend verschweißten Schienen |
RU173710U1 (ru) * | 2017-04-25 | 2017-09-07 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" | Сплошностенчатое пролетное строение металлического моста с бесстыковым путем на железобетонных плитах |
RU2751167C1 (ru) * | 2020-09-22 | 2021-07-09 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Уральский государственный университет путей сообщения" | Фиксирующий блок закрепления эпюры шпал железнодорожного пути для высокоскоростных магистралей, длинносоставного и тяжеловесного движения поездов (варианты) |
EP4301927A1 (de) * | 2021-03-05 | 2024-01-10 | Overail S.r.l. | Verfahren und system zum verlegen von gleisen für unterirdische, eisenbahn- und strassenbahnleitungen |
Family Cites Families (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2443770C2 (de) | 1974-09-13 | 1985-08-08 | Ed. Züblin AG, 7000 Stuttgart | Eisenbahnbrücke mit durchgehend geschweißten Gleisen |
JPS6018101U (ja) * | 1983-07-13 | 1985-02-07 | 東海ゴム工業株式会社 | 軌道構造に供するスラブ用又はバラスト用ゴムマツト |
AT382178B (de) * | 1985-10-02 | 1987-01-26 | Getzner Chemie Gmbh & Co | Gleiskoerper |
DE3736943C1 (de) * | 1987-10-31 | 1988-12-08 | Dyckerhoff & Widmann Ag | Eisenbahnoberbau,insbesondere fuer sehr hohe Fahrgeschwindigkeiten |
SU1617074A1 (ru) * | 1988-05-27 | 1990-12-30 | Научно-Исследовательский И Проектный Институт Городского Пассажирского Транспорта Г.Москвы | Трамвайный переезд |
HU207756B (en) * | 1988-06-03 | 1993-05-28 | Beton Es Vasbetonipari Muevek | Arrangement for forming large-panel railroad permanent ways |
DE19620731A1 (de) | 1996-05-23 | 1997-11-27 | Strabag Hoch Und Ingenieurbau | Feste Fahrbahn für schienengebundene Fahrzeuge auf Brücken und Verfahren zu ihrer Herstellung |
JP3622375B2 (ja) * | 1996-10-28 | 2005-02-23 | 清水建設株式会社 | フローティングスラブ構造およびその施工方法 |
DE10004194C2 (de) * | 2000-02-01 | 2002-04-18 | Walter Heilit Verkehrswegebau | Verfahren zur Fertigung einer festen Schienenfahrbahn auf einer Brücke |
DE102004061165A1 (de) * | 2004-12-16 | 2006-07-06 | Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg | Betonfahrbahn für Schienenfahrzeuge |
DE102005013947A1 (de) * | 2005-03-26 | 2006-10-05 | Pfleiderer Infrastrukturtechnik Gmbh & Co Kg | Verfahren zur Höhenkorrektur einer festen Schienenfahrbahn und feste Schienenfahrbahn |
DE102005032912A1 (de) * | 2005-07-12 | 2007-01-18 | Max Bögl Bauunternehmung GmbH & Co. KG | Feste Fahrbahn auf einem Brückenbauwerk |
-
2008
- 2008-05-05 DE DE202008006153U patent/DE202008006153U1/de not_active Expired - Lifetime
-
2009
- 2009-03-05 CN CN2009801163412A patent/CN102016177B/zh not_active Expired - Fee Related
- 2009-03-05 KR KR1020107022978A patent/KR101225807B1/ko active IP Right Grant
- 2009-03-05 JP JP2011506581A patent/JP5220184B2/ja not_active Expired - Fee Related
- 2009-03-05 EP EP09741773.7A patent/EP2274486B1/de not_active Not-in-force
- 2009-03-05 US US12/736,729 patent/US20110197379A1/en not_active Abandoned
- 2009-03-05 WO PCT/EP2009/001547 patent/WO2009135554A1/de active Application Filing
- 2009-03-05 CA CA2723757A patent/CA2723757C/en active Active
- 2009-03-05 RU RU2010142940/03A patent/RU2460837C2/ru active
Non-Patent Citations (1)
Title |
---|
See references of WO2009135554A1 * |
Also Published As
Publication number | Publication date |
---|---|
DE202008006153U1 (de) | 2008-07-10 |
KR20100137509A (ko) | 2010-12-30 |
WO2009135554A1 (de) | 2009-11-12 |
CA2723757C (en) | 2013-08-13 |
RU2460837C2 (ru) | 2012-09-10 |
EP2274486B1 (de) | 2013-05-08 |
CA2723757A1 (en) | 2009-11-12 |
US20110197379A1 (en) | 2011-08-18 |
KR101225807B1 (ko) | 2013-01-23 |
JP5220184B2 (ja) | 2013-06-26 |
CN102016177A (zh) | 2011-04-13 |
JP2011518971A (ja) | 2011-06-30 |
CN102016177B (zh) | 2013-03-13 |
RU2010142940A (ru) | 2012-04-27 |
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