DE102005054820A1 - Fixed carriageway for rail vehicles - Google Patents
Fixed carriageway for rail vehicles Download PDFInfo
- Publication number
- DE102005054820A1 DE102005054820A1 DE102005054820A DE102005054820A DE102005054820A1 DE 102005054820 A1 DE102005054820 A1 DE 102005054820A1 DE 102005054820 A DE102005054820 A DE 102005054820A DE 102005054820 A DE102005054820 A DE 102005054820A DE 102005054820 A1 DE102005054820 A1 DE 102005054820A1
- Authority
- DE
- Germany
- Prior art keywords
- elastic elements
- slab
- concrete
- track according
- reinforcement
- 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- Withdrawn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
- E01B1/004—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/62—Rail fastenings incorporating resilient supports
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Railway Tracks (AREA)
- Intermediate Stations On Conveyors (AREA)
- Escalators And Moving Walkways (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Road Paving Structures (AREA)
- Amplifiers (AREA)
- Dynamo-Electric Clutches, Dynamo-Electric Brakes (AREA)
Abstract
Description
Die Erfindung betrifft eine feste Fahrbahn für Schienenfahrzeuge, die auf elastischen Elementen gelagert ist.The The invention relates to a fixed track for rail vehicles, the is mounted elastic elements.
Beim Überfahren von Fahrbahnen durch Schienenfahrzeuge werden Erschütterungen erzeugt, die durch den Untergrund weitergeleitet und dadurch auch in angrenzenden Gebäuden bemerkt werden. Um solche unerwünschten Erschütterungen zu verringern oder vollständig zu eliminieren, ist es bereits bekannt, die Fahrbahn als Masse-Feder-System zu gestalten. Die Fahrbahn ist dabei als separate, schwingungsfähige Masse ausgebildet, die über ein elastisches, als Feder wirkendes Element gegenüber dem Untergrund bewegbar gelagert ist. Das elastische Element, das zwischen der schwingungsfähigen Fahrbahn und dem Untergrund, zum Beispiel einem Tunnelbauwerk, angeordnet ist, bewirkt dabei eine Entkopplung der Schwingungen, sodass die Größe der auf den Untergrund übertragenen Schwingungen ein bestimmtes Maß nicht überschreitet.When driving over of roadways by rail vehicles are shaken generated, which passed through the underground and thereby also in adjacent buildings be noticed. To such unwanted Shakes too reduce or completely To eliminate it, it is already known the roadway as a mass-spring system to design. The road is here as a separate, oscillatory mass trained, over a elastic, acting as a spring element against the ground movable is stored. The elastic element, between the vibratory roadway and the subsoil, for example a tunnel structure is, thereby causing a decoupling of the vibrations, so that the size of the transferred the underground Vibrations does not exceed a certain level.
Die Montage einer Fahrbahn in Ortbeton-Bauweise mit vorplatzierten elastischen Elementen ist jedoch in der Praxis relativ aufwändig, da eine aufwändige Schalung um den mit fließfähigem Ortbeton auszufüllenden Bereich herum erstellt werden muss, damit durch das Einbringen des fließfähigen Ortbetons keine als Schallbrücken wirkenden steifen Verbindungen zwischen dem Unterbau und der Betontragplatte entstehen. Auch die Montage einer Fahrbahn in Ortbeton-Bauweise mit nachträglich platzierten elastischen Elementen ist in der Praxis relativ aufwändig, da die Betontragplatte üblicherweise abschnittsweise hydraulisch angehoben wird und anschließend die elastischen Elemente unterhalb der Betontragplatte positioniert werden. Beide Verfahren sind zeitaufwändig und verursachen beträchtliche Kosten.The Installation of a roadway in cast-in-situ construction with preplaced elastic However, elements is relatively expensive in practice, as a complex formwork around the with pourable in situ concrete be filled The area around must be created so that by introducing the pourable in-situ concrete none as sound bridges acting rigid connections between the substructure and the concrete slab arise. Also, the installation of a roadway in cast-in-situ construction with subsequently placed elastic elements is relatively expensive in practice, since the concrete slab usually in sections is lifted hydraulically and then the elastic elements be positioned below the concrete slab. Both methods are time consuming and cause considerable costs.
Der Erfindung liegt daher die Aufgabe zugrunde, eine feste Fahrbahn für Schienenfahrzeuge anzugeben, deren Herstellung einfacher und kostengünstiger erfolgen kann.Of the Invention is therefore based on the object, a solid roadway for rail vehicles, their preparation can be done easier and cheaper.
Zur Lösung dieser Aufgabe ist bei einer festen Fahrbahn der eingangs genannten Art erfindungsgemäß vorgesehen, dass die Betontragplatte aus Fertigteilplatten und einer darauf liegenden Schicht aus Ortbeton besteht, wobei die Fertigteilplatten auf den elastischen Elementen aufliegen und einen monolithischen Verbund mit dem Ortbeton eingehen.to solution this object is at a fixed track of the aforementioned Art provided according to the invention, that the concrete slab consists of precast slabs and one on top lying layer of in-situ concrete, the prefabricated panels rest on the elastic elements and a monolithic Bond with the in-situ concrete.
Der Erfindung liegt die Erkenntnis zugrunde, dass Fertigteilplatten eingesetzt werden können, die die unterste Schicht des schwingungsfähigen Masse-Feder-Systems bilden und die gleichzeitig eine Schalung für das Betonieren der Betontragplatte bilden. Die Fertigteilplatte wird dabei auf die elastischen Elemente aufgelegt, anschließend wird die Betontragplatte betoniert. Dadurch entfällt der bisher erforderliche Verfahrensschritt der Herstellung einer Schalung für die Betontragplatte. Ebenso entfällt das nachträgliche Anheben der betonierten Betontragplatte, da die elastischen Elemente bereits vorab an der richtigen Stelle positioniert sind.Of the Invention is based on the knowledge that prefabricated panels can be used which form the lowest layer of the oscillatory mass-spring system and at the same time a formwork for forming the concreting of the concrete slab. The precast panel is placed on the elastic elements, then becomes Concrete concrete slab concreted. This eliminates the previously required Process step of producing a formwork for the concrete slab. Likewise omitted the subsequent Lifting the concrete concrete slab, because the elastic elements already positioned in advance in the right place.
Die Fertigteilplatte kann eine eigene Bewehrung aufweisen, insbesondere kann sie eine Anschlussbewehrung aufweisen, die im Einbauzustand einen Verbund mit der Betontragplatte bildet. Falls erforderlich können auf die Fertigteilplatte weitere Bewehrungseinlagen aufgelegt werden, die sich nach dem Betonieren der Betontragplatte in deren unterem Bereich befinden. Durch die erwähnte Anschlussbewehrung wird ein Verbund zwischen der Fertigteilplatte und der Betontragplatte geschaffen.The Prefabricated panel may have its own reinforcement, in particular it may have a connection reinforcement, which in the installed state a Forming composite with the concrete slab. If necessary, you can the prefabricated slab further reinforcement inserts are launched which after concreting the concrete slab in the lower Area are located. By the mentioned Connection reinforcement becomes a bond between the precast slab and the concrete slab created.
Um eine gute Kraftübertragung im Bereich aneinander angrenzender Fertigteilplatten zu erzielen, kann an den Stoßstellen eine zusätzliche Bewehrung angeordnet sein. Diese Bewehrung kann als Verstärkungsmatte ausgebildet sein, deren in Längsrichtung angeordnete Bewehrungsstäbe jeweils die Stoßstellen überdecken.Around a good power transmission in the area of adjoining prefabricated panels, can at the joints an additional Reinforcement can be arranged. This reinforcement can be used as a reinforcement mat be formed, whose longitudinal direction arranged reinforcing bars each cover the joints.
Die elastischen Elemente der erfindungsgemäßen festen Fahrbahn können eine vollflächige Lagerung bilden, alternativ können sie als Streifenlager ausgebildet sein, die vorzugsweise unterhalb von Schwellenblöcken angeordnet sind. In den meisten Fällen sind streifenförmige elastische Elemente ausreichend und in der Regel vorteilhaft.The elastic elements of the solid pavement according to the invention can a all-over Storage can form, alternatively they may be formed as a strip bearing, preferably below of threshold blocks are arranged. In most cases, stripes are elastic Elements are sufficient and generally advantageous.
Als weitere Alternative kommen bei der erfindungsgemäßen festen Fahrbahn als Federn ausgebildete elastische Elemente in Frage, insbesondere können sie als Spiralfedern ausgebildet sein.When Another alternative come in the solid pavement according to the invention as springs trained elastic elements in question, in particular they can be designed as coil springs.
Eine besonders gute Schwingungsdämpfung lässt sich erzielen, wenn die Betontragplatte elastisch in einem Trog gelagert ist. Auf dem Boden des Trogs befinden sich die elastischen Elemente, auf denen die Betontragplatte aufgelegt ist. Da sich die Betontragplatte relativ zu dem Trog bewegen kann, ergibt sich die gewünschte schwingungstechnische Entkopplung. Durch die gezielte Wahl der Masse der Betontragplatte und der Eigenschaften der elastischen Elemente können gezielt Schwingungen eines bestimmten Frequenzbereichs unterdrückt werden.A particularly good vibration damping can be achieved when the concrete support plate elastically stored in a trough is. On the bottom of the trough are the elastic elements, on which the concrete support plate is laid. As is the concrete slab can move relative to the trough, resulting in the desired vibration control decoupling. By the targeted choice of the mass of the concrete slab and the properties the elastic elements can targeted vibrations of a certain frequency range can be suppressed.
Weitere Vorteile und Einzelheiten der Erfindung werden anhand eines Ausführungsbeispiels unter Bezugnahme auf die Figuren erläutert.Further Advantages and details of the invention will become apparent from an embodiment explained with reference to the figures.
Die Figuren sind schematische Darstellungen und zeigen:The Figures are schematic representations and show:
Die
in
Bei
der Herstellung der festen Fahrbahn
Auf
die elastischen Elemente wird eine Fertigplatte
An
Seitenwänden
Durch
Betonieren wird die Betontragplatte
Die
Betontragplatte
Claims (7)
Priority Applications (16)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102005054820A DE102005054820A1 (en) | 2005-11-15 | 2005-11-15 | Fixed carriageway for rail vehicles |
DE502006003933T DE502006003933D1 (en) | 2005-11-15 | 2006-10-12 | SOLID RAILWAY RAILWAY |
PCT/DE2006/001792 WO2007056968A1 (en) | 2005-11-15 | 2006-10-12 | Fixed track bed for rail vehicles |
JP2007556488A JP2008531871A (en) | 2005-11-15 | 2006-10-12 | Fixed track for rail vehicles |
EP06805409A EP1836352B1 (en) | 2005-11-15 | 2006-10-12 | Fixed track bed for rail vehicles |
KR1020077016229A KR20070097063A (en) | 2005-11-15 | 2006-10-12 | Fixed track bed for rail vehicles |
ES06805409T ES2327000T3 (en) | 2005-11-15 | 2006-10-12 | FIXED ROAD FOR RAILWAY VEHICLES. |
AT06805409T ATE433521T1 (en) | 2005-11-15 | 2006-10-12 | SOLID ROADWAY FOR RAIL VEHICLES |
US11/794,746 US20090121035A1 (en) | 2005-11-15 | 2006-10-12 | Fixed carriageway for rail vehicles |
PL06805409T PL1836352T3 (en) | 2005-11-15 | 2006-10-12 | Fixed track bed for rail vehicles |
CA2592757A CA2592757C (en) | 2005-11-15 | 2006-10-12 | Fixed track bed for rail vehicles |
CNA2006800037207A CN101111642A (en) | 2005-11-15 | 2006-10-12 | Fixed track bed for rail vehicles |
AU2006314905A AU2006314905B2 (en) | 2005-11-15 | 2006-10-12 | Fixed track bed for rail vehicles |
TW095138335A TW200728560A (en) | 2005-11-15 | 2006-10-18 | Fixed carriageway for rail vehicles |
IL189167A IL189167A (en) | 2005-11-15 | 2008-01-31 | Fixed carriageway for rail vehicles |
US12/803,823 US20100276503A1 (en) | 2005-11-15 | 2010-07-07 | Fixed carriageway for rail vehicles |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102005054820A DE102005054820A1 (en) | 2005-11-15 | 2005-11-15 | Fixed carriageway for rail vehicles |
Publications (1)
Publication Number | Publication Date |
---|---|
DE102005054820A1 true DE102005054820A1 (en) | 2007-05-24 |
Family
ID=37461146
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE102005054820A Withdrawn DE102005054820A1 (en) | 2005-11-15 | 2005-11-15 | Fixed carriageway for rail vehicles |
DE502006003933T Active DE502006003933D1 (en) | 2005-11-15 | 2006-10-12 | SOLID RAILWAY RAILWAY |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE502006003933T Active DE502006003933D1 (en) | 2005-11-15 | 2006-10-12 | SOLID RAILWAY RAILWAY |
Country Status (14)
Country | Link |
---|---|
US (2) | US20090121035A1 (en) |
EP (1) | EP1836352B1 (en) |
JP (1) | JP2008531871A (en) |
KR (1) | KR20070097063A (en) |
CN (1) | CN101111642A (en) |
AT (1) | ATE433521T1 (en) |
AU (1) | AU2006314905B2 (en) |
CA (1) | CA2592757C (en) |
DE (2) | DE102005054820A1 (en) |
ES (1) | ES2327000T3 (en) |
IL (1) | IL189167A (en) |
PL (1) | PL1836352T3 (en) |
TW (1) | TW200728560A (en) |
WO (1) | WO2007056968A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102008016953A1 (en) * | 2008-04-01 | 2009-10-08 | Railone Gmbh | Fixed carriageway for rail vehicles |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102005054820A1 (en) * | 2005-11-15 | 2007-05-24 | Rail.One Gmbh | Fixed carriageway for rail vehicles |
GB0604169D0 (en) * | 2006-03-02 | 2006-04-12 | Jay Anthony | Track bed structures |
FR2920448B1 (en) * | 2007-08-29 | 2013-07-05 | Lohr Ind | PREFABRICAL TRACK MODULE FOR URBAN AUTOGUIDE PNEUMATIC TRANSPORT VEHICLE |
CN103669114B (en) * | 2012-09-06 | 2015-07-22 | 隔而固(青岛)振动控制有限公司 | Ballast bed base prefabricated slab and application thereof |
US20180016751A1 (en) * | 2015-01-30 | 2018-01-18 | Acciona Infraestructuras, S.A. | Forwork segment |
CN105625104B (en) * | 2016-01-11 | 2018-08-24 | 北京城建设计发展集团股份有限公司 | A kind of Prefabricated slab type vibration damping track system and matching operation method |
CZ306897B6 (en) | 2016-01-26 | 2017-08-30 | Jan Eisenreich | A railway or tramway track |
RU2657709C1 (en) * | 2017-01-18 | 2018-06-14 | Владимир Григорьевич Мелентьев | Railway track link |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0603927A2 (en) * | 1992-12-21 | 1994-06-29 | COOPSETTE S.c.r.l. | Superstructure assembly with rail support blocks located transversally in longitudinal housings with interposition of flexible components |
DE10307210A1 (en) * | 2002-03-05 | 2003-09-18 | Phoenix Ag | A bulk spring system which includes a base plate which contacts the upper and lower elements and least two triangular sections useful in civil engineering, especially for bridge structures |
DE10216573A1 (en) * | 2002-04-13 | 2003-10-23 | Boegl Max Bauunternehmung Gmbh | Construction of elastic bearing for concrete blocks for ballast-free permanent way uses a spring unit placed on ground near aperture in block, and supporting filler fed into aperture for even block support |
DE10301231B3 (en) * | 2003-01-15 | 2004-01-22 | Heitkamp-Deilmann-Haniel Gmbh | Superstructure guided over viaducts for rail-bound vehicles |
Family Cites Families (34)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3756507A (en) * | 1970-08-06 | 1973-09-04 | Salzgitter Peine Stahlwerke | Railroad track bed |
US4449666A (en) * | 1979-08-24 | 1984-05-22 | Railroad Concrete Crosstie Corporation | Concrete railroad tie for supporting grade crossing panels |
US4457468A (en) * | 1979-08-24 | 1984-07-03 | Railroad Concrete Crosstie Corporation | Railroad grade crossing construction |
US4311273A (en) * | 1980-03-28 | 1982-01-19 | True Temper Corporation | Variable thickness fabric mat for railway track structure and method |
IT1176498B (en) * | 1984-07-27 | 1987-08-18 | I P A Ind Prefabbricati Affini | COMPONENTS FOR RAILWAY LINES ON REINFORCED CONCRETE PLATES, WITHOUT MASS |
JPH02311640A (en) * | 1989-05-25 | 1990-12-27 | Takenaka Komuten Co Ltd | Construction of composite floor |
US5513797A (en) * | 1989-08-26 | 1996-05-07 | Lesley; Lewis | Installation of rail tracks in roadways |
DE9116628U1 (en) * | 1991-07-09 | 1993-04-15 | Clouth Gummiwerke Ag, 5000 Koeln, De | |
JP3326729B2 (en) * | 1994-03-28 | 2002-09-24 | 清水建設株式会社 | Anti-vibration track |
US5577662A (en) * | 1994-04-20 | 1996-11-26 | Hogue; Thomas A. | Embedded railway track system |
JPH0827702A (en) * | 1994-07-14 | 1996-01-30 | Bridgestone Corp | Formwork construction for track floating slab |
JPH0827703A (en) * | 1994-07-14 | 1996-01-30 | Bridgestone Corp | Formwork construction for track floating slab |
JP2990221B2 (en) * | 1994-12-06 | 1999-12-13 | 東急建設株式会社 | Floating slab with precast version |
US6290143B1 (en) * | 1996-05-02 | 2001-09-18 | Century Group, L.L.C. | Apparatus and method for collecting liquid spillage at rail facilities |
GB9622924D0 (en) * | 1996-11-04 | 1997-01-08 | Alh Syst Ltd | Polymer embedment of rails |
US6079630A (en) * | 1997-04-11 | 2000-06-27 | Schroeder; Rick A. | Railway grade crossing apparatus and method of installation |
US6431462B1 (en) * | 1998-08-21 | 2002-08-13 | Omega Industries, Inc. | Railroad crossing spacers |
AT410329B (en) * | 1999-03-19 | 2003-03-25 | Porr Allg Bauges | Ballastless superstructure |
US6068195A (en) * | 1999-07-30 | 2000-05-30 | Century Group Inc. | Apparatus and method for railway crossing structure |
US6439470B1 (en) * | 1999-12-03 | 2002-08-27 | William K. Hull | Prefabricated embedded railway track system with removable inserts |
AT410808B (en) * | 2001-02-09 | 2003-08-25 | Porr Allg Bauges | Ballastless superstructure for rail-bound traffic |
US6672515B2 (en) * | 2001-09-18 | 2004-01-06 | Konkan Railwary Corporation Ltd. | Self stabilizing track system |
GB0125065D0 (en) * | 2001-10-18 | 2001-12-12 | Performance Polymers Inc | Between-rails roadway for road-rail crossings |
JP3652316B2 (en) * | 2002-02-20 | 2005-05-25 | フジモリ産業株式会社 | Concrete slab |
JP2003247268A (en) * | 2002-02-22 | 2003-09-05 | Nippon Kaiser Kk | Slab |
US6588676B1 (en) * | 2002-03-20 | 2003-07-08 | American Concrete Products Co. | Concrete railroad grade crossing panels |
DE10230741C1 (en) * | 2002-07-09 | 2003-09-18 | Pfleiderer Infrastrukturt Gmbh | Multi-block railway sleeper has reinforcements projecting from the concrete blocks, to be welded together to form the complete sleeper |
DE10233784B4 (en) * | 2002-07-25 | 2012-03-29 | Rail.One Gmbh | concrete sleeper |
DE20215204U1 (en) * | 2002-10-01 | 2002-12-05 | Markus Wolfgang | Novel system Fixed carriageway for rail traffic |
US6997391B1 (en) * | 2003-03-03 | 2006-02-14 | Bnsf Railway Company | Railroad crossing flangeway liner |
AU2005327807A1 (en) * | 2005-03-26 | 2006-10-12 | Rail.One Gmbh | Method of adjusting the height of a fixed rail carriageway |
US7484669B2 (en) * | 2005-04-05 | 2009-02-03 | Metroshield Llc | Insulated rail for electric transit systems and method of making same |
DE102005018195A1 (en) * | 2005-04-19 | 2006-11-02 | Rail.One Gmbh | Slab track for rail vehicles and method of manufacture |
DE102005054820A1 (en) * | 2005-11-15 | 2007-05-24 | Rail.One Gmbh | Fixed carriageway for rail vehicles |
-
2005
- 2005-11-15 DE DE102005054820A patent/DE102005054820A1/en not_active Withdrawn
-
2006
- 2006-10-12 AU AU2006314905A patent/AU2006314905B2/en not_active Ceased
- 2006-10-12 ES ES06805409T patent/ES2327000T3/en active Active
- 2006-10-12 WO PCT/DE2006/001792 patent/WO2007056968A1/en active Application Filing
- 2006-10-12 JP JP2007556488A patent/JP2008531871A/en active Pending
- 2006-10-12 US US11/794,746 patent/US20090121035A1/en not_active Abandoned
- 2006-10-12 KR KR1020077016229A patent/KR20070097063A/en active Search and Examination
- 2006-10-12 EP EP06805409A patent/EP1836352B1/en active Active
- 2006-10-12 AT AT06805409T patent/ATE433521T1/en active
- 2006-10-12 CA CA2592757A patent/CA2592757C/en active Active
- 2006-10-12 CN CNA2006800037207A patent/CN101111642A/en active Pending
- 2006-10-12 PL PL06805409T patent/PL1836352T3/en unknown
- 2006-10-12 DE DE502006003933T patent/DE502006003933D1/en active Active
- 2006-10-18 TW TW095138335A patent/TW200728560A/en unknown
-
2008
- 2008-01-31 IL IL189167A patent/IL189167A/en active IP Right Grant
-
2010
- 2010-07-07 US US12/803,823 patent/US20100276503A1/en not_active Abandoned
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0603927A2 (en) * | 1992-12-21 | 1994-06-29 | COOPSETTE S.c.r.l. | Superstructure assembly with rail support blocks located transversally in longitudinal housings with interposition of flexible components |
DE10307210A1 (en) * | 2002-03-05 | 2003-09-18 | Phoenix Ag | A bulk spring system which includes a base plate which contacts the upper and lower elements and least two triangular sections useful in civil engineering, especially for bridge structures |
DE10216573A1 (en) * | 2002-04-13 | 2003-10-23 | Boegl Max Bauunternehmung Gmbh | Construction of elastic bearing for concrete blocks for ballast-free permanent way uses a spring unit placed on ground near aperture in block, and supporting filler fed into aperture for even block support |
DE10301231B3 (en) * | 2003-01-15 | 2004-01-22 | Heitkamp-Deilmann-Haniel Gmbh | Superstructure guided over viaducts for rail-bound vehicles |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102008016953A1 (en) * | 2008-04-01 | 2009-10-08 | Railone Gmbh | Fixed carriageway for rail vehicles |
WO2009121323A1 (en) * | 2008-04-01 | 2009-10-08 | Rail.One Gmbh | Fixed track for rail vehicles |
Also Published As
Publication number | Publication date |
---|---|
DE502006003933D1 (en) | 2009-07-23 |
IL189167A (en) | 2011-05-31 |
ATE433521T1 (en) | 2009-06-15 |
TW200728560A (en) | 2007-08-01 |
ES2327000T3 (en) | 2009-10-22 |
PL1836352T3 (en) | 2009-11-30 |
EP1836352A1 (en) | 2007-09-26 |
EP1836352B1 (en) | 2009-06-10 |
CN101111642A (en) | 2008-01-23 |
WO2007056968A1 (en) | 2007-05-24 |
AU2006314905B2 (en) | 2009-08-13 |
CA2592757C (en) | 2010-12-07 |
IL189167A0 (en) | 2008-08-07 |
US20090121035A1 (en) | 2009-05-14 |
CA2592757A1 (en) | 2007-05-24 |
JP2008531871A (en) | 2008-08-14 |
KR20070097063A (en) | 2007-10-02 |
US20100276503A1 (en) | 2010-11-04 |
AU2006314905A1 (en) | 2007-05-24 |
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