EP3770323A1 - Preassembled track apparatus - Google Patents
Preassembled track apparatus Download PDFInfo
- Publication number
- EP3770323A1 EP3770323A1 EP20382661.5A EP20382661A EP3770323A1 EP 3770323 A1 EP3770323 A1 EP 3770323A1 EP 20382661 A EP20382661 A EP 20382661A EP 3770323 A1 EP3770323 A1 EP 3770323A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- preassembled
- joining
- track
- sleepers
- braced
- 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 abstract description 14
- 241001669679 Eleotris Species 0.000 claims abstract description 6
- 239000000463 material Substances 0.000 claims description 4
- 230000000295 complement effect Effects 0.000 claims description 3
- 229910010293 ceramic material Inorganic materials 0.000 claims description 2
- 238000012795 verification Methods 0.000 abstract description 3
- 229920001971 elastomer Polymers 0.000 description 3
- 239000000806 elastomer Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002131 composite material Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010292 electrical insulation Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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
- E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
- E01B29/02—Transporting, laying, removing, or renewing lengths of assembled track, assembled switches, or assembled crossings
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
- E01B3/44—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from other materials only if the material is essential
-
- 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
Definitions
- the present invention relates to a preassembled track apparatus, which can be transported in a preassembled state, intended to be installed on track on a concrete slab.
- the apparatus can be coupled to the rest of the track and has braced sleepers linked by means of braces which enable the prior consolidation of the track apparatus.
- the invention seeks to provide a preassembled track apparatus, which, after a first verification in the workshop, does not have to be disassembled for transport and assembled at the destination, which is light for transport and reduces assembly times.
- the track apparatuses for ballastless track is supplied as individual components and are assembled at the destination by means of different types of preassembly tools. A prior verification is done at the origin, it is disassembled for transport and reassembled at the destination.
- document ES2264478 discloses a method for incorporating track changes in railway rails, as well as changing points in order to carry out this method, which can be partially transported in the preassembled state, with sleepers, with a point blade area, an intermediate rail area and a core area, with a device for the mobile point-changing parts, such as the point blade, servo drives and control installations.
- the present invention aims to solve some of the problems mentioned in the state of the art.
- the present invention discloses a preassembled track apparatus which can be transported in a preassembled state comprising at least two rails provided with a skid.
- the preassembled track apparatus has braced sleepers intended to be fastened on a track on a concrete slab and joining at least two rails, positioned transversely to the direction of the track, comprising an upper sector, limited by two lateral sectors, two seating slabs linked to the upper sector and at least one securing element linked to each seating slab and able to be coupled to the skid such that it retains the rails fastening the track width, a lower sector opposite from the upper sector.
- the lateral sectors comprise holes separated at a distance in the longitudinal direction of the sleeper and at different heights, and the lower sector comprises cavities close to the holes.
- the preassembled track apparatus additionally comprises braces parallel to each other which link the braced sleepers, wherein the ends of each brace comprise a joining segment able to be coupled to the holes and the preassembled track apparatus has at least one joining element for each joining segment, which retain the braces in the holes fastening the position thereof.
- the track apparatus can be transported from the origin to the destination in the preassembled state.
- it is not disassembled for transport, saving construction time for the railway infrastructure.
- the use of complex tools for levelling at the destination is avoided and electrical insulation is guaranteed.
- the joining elements can be two or more for each joining segment.
- One joining element can be positioned inside the cavity and the other joining element close to the lateral sector. In this manner, the braces are better coupled to the special sleepers.
- the joining segments can be threaded, and the joining elements can be components with a thread complementary to the joining segment, thus ensuring the joining thereof and they are able to be easily coupled and decoupled.
- the preassembled track apparatus may comprise intermediate sleepers having rods able to be coupled to the track on a concrete slab. These intermediate sleepers can be preassembled as required.
- the braced sleepers may be made of a plastic compound.
- they are made of a light material in order to be able to be transported and which have hardness properties so that they are not damaged and hold up during transport. Furthermore, they must have a good behaviour against humidity and that they do not deteriorate during the transfer and the useful life thereof.
- the sleepers can be made of a ceramic material.
- the intermediate sleepers can be made of composite material, wood, concrete or another material suitable for supporting the rails.
- the braced sleepers can be made of a plastic material and the intermediate sleepers can be made of another of the indicated ones, without the combination affecting the properties of the preassembled track apparatus.
- the seating slabs can have an elastomer whereon the rail rests, the elastomer can be made of rubber and is placed between the rail and the main slab, in order to mitigate the excessive rigidity of the concrete slab.
- Figure 1 shows a perspective view of a preassembled track apparatus (1).
- the preassembled track apparatus (1) is intended to be placed on slab and ballastless railway tracks.
- the preassembled track apparatus (1) travels assembled from the origin and the shape and geometry of the preassembled track apparatus (1) remains practically unchanged until the destination thereof. Once positioned at the destination site, only horizontal levelling is performed since the position depends on the final point of the assembly.
- the preassembled track apparatus (1) is equipped with rails (2), preferably consolidated from the origin, braced sleepers (3), braces (11) and joining elements (12). Alternatively, the rails (2) can be coupled at the destination, as required.
- the preassembled track apparatus (1) At the installation site of the preassembled track apparatus (1), there is a concrete slab, whereon a truss is placed, the preassembled track apparatus (1) is levelled and concrete is poured around the braced sleepers (3).
- FIG. 1 shows at least two rails (2) equipped with a skid.
- Braced sleepers (3) are shown which are intended to be fastened on a track on a concrete slab and joining at least two rails (2), positioned transversely to the direction of the track.
- the braced sleepers (3) comprise an upper sector (5), limited by two lateral sectors (4), two seating slabs (7) linked to the upper sector (5), securing elements (8) linked to the seating slabs (7) and able to be coupled to the skid such that it retains the rails (2) and fastens the track width.
- it comprises a lower sector (9) opposite from the upper sector (5).
- Figure 2 shows a detail view of a preassembled track apparatus (1), wherein it can be seen that the lateral sectors (4) comprise holes (10) separated at a distance in the longitudinal direction of the braced sleeper (3) and at different heights.
- the lower sector (9) comprises cavities (13) close to the holes (10), and braces (11) are seen parallel to each other which have the possibility of linking the braced sleepers (3), wherein the ends of each brace (11) comprise a joining segment (6) able to be coupled to the holes (10) and the preassembled track apparatus (1) has at least one joining element (12) for each joining segment (6), which retain the braces (11) in the holes (10) fastening the position thereof.
- intermediate sleepers (14) are seen which are transverse to the axis of the track, and which also support the rails (2). These intermediate sleepers (14) are preferably assembled at the destination, independently from the preassembled track apparatus (1). In another embodiment, these intermediate sleepers (14) are comprised in the preassembled track apparatus (1) and are preassembled at the origin.
- the intermediate sleepers (14) comprise rods (15) in order to be fastened in the slab.
- the intermediate sleepers (14) act as support for the rails (2), fastening and ensuring the position in relation to the height, inclination and separation.
- Figure 3 shows a profile view of a preassembled track apparatus (1).
- the braced sleepers (3) transverse to the axis of the track, are seen. Linking each braced sleeper (3), braces (11) are seen positioned in horizontal planes at different heights.
- Each braced sleeper (3) has a cavity (13).
- the preassembled track apparatus (1) has joining elements (12).
- Figure 3 shows the braced sleepers (3).
- the placement of the preassembled track apparatus (1) is performed on a track on a concrete slab, which is a type of railway track. It has a concrete slab which transmits the uniformly-distributed stresses to the platform.
- the preassembled track apparatus (1) is preassembled in units which fit in a gauge, is carried on a transport vehicle, preferably with the rails (2) assembled together with the braced sleepers (3), the braces (11) and the joining elements (12). Once positioned, the braced sleepers (3) are aligned, levelled and concreted to the ground.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
Description
- The present invention relates to a preassembled track apparatus, which can be transported in a preassembled state, intended to be installed on track on a concrete slab. The apparatus can be coupled to the rest of the track and has braced sleepers linked by means of braces which enable the prior consolidation of the track apparatus.
- More particularly, the invention seeks to provide a preassembled track apparatus, which, after a first verification in the workshop, does not have to be disassembled for transport and assembled at the destination, which is light for transport and reduces assembly times.
- Currently, the track apparatuses for ballastless track is supplied as individual components and are assembled at the destination by means of different types of preassembly tools. A prior verification is done at the origin, it is disassembled for transport and reassembled at the destination.
- In the state of the art, for example, document
ES2264478 - However, this and other solutions known in the state of the art incorporate very heavy elements, for which reason the transport thereof is not feasible, since they require many additional levelling parts and very long changeover times are required. Finally, they are designed for tracks without concrete or ballast, so the requirements are different.
- The present invention aims to solve some of the problems mentioned in the state of the art.
- More particularly, the present invention discloses a preassembled track apparatus which can be transported in a preassembled state comprising at least two rails provided with a skid. The preassembled track apparatus has braced sleepers intended to be fastened on a track on a concrete slab and joining at least two rails, positioned transversely to the direction of the track, comprising an upper sector, limited by two lateral sectors, two seating slabs linked to the upper sector and at least one securing element linked to each seating slab and able to be coupled to the skid such that it retains the rails fastening the track width, a lower sector opposite from the upper sector.
- The lateral sectors comprise holes separated at a distance in the longitudinal direction of the sleeper and at different heights, and the lower sector comprises cavities close to the holes. The preassembled track apparatus additionally comprises braces parallel to each other which link the braced sleepers, wherein the ends of each brace comprise a joining segment able to be coupled to the holes and the preassembled track apparatus has at least one joining element for each joining segment, which retain the braces in the holes fastening the position thereof.
- In this manner, the track apparatus can be transported from the origin to the destination in the preassembled state. Thus, it is not disassembled for transport, saving construction time for the railway infrastructure. Additionally, the use of complex tools for levelling at the destination is avoided and electrical insulation is guaranteed.
- The joining elements can be two or more for each joining segment. One joining element can be positioned inside the cavity and the other joining element close to the lateral sector. In this manner, the braces are better coupled to the special sleepers. The joining segments can be threaded, and the joining elements can be components with a thread complementary to the joining segment, thus ensuring the joining thereof and they are able to be easily coupled and decoupled.
- The preassembled track apparatus may comprise intermediate sleepers having rods able to be coupled to the track on a concrete slab. These intermediate sleepers can be preassembled as required.
- Preferably, the braced sleepers may be made of a plastic compound. Preferably, they are made of a light material in order to be able to be transported and which have hardness properties so that they are not damaged and hold up during transport. Furthermore, they must have a good behaviour against humidity and that they do not deteriorate during the transfer and the useful life thereof. Alternatively, the sleepers can be made of a ceramic material. The intermediate sleepers can be made of composite material, wood, concrete or another material suitable for supporting the rails. The braced sleepers can be made of a plastic material and the intermediate sleepers can be made of another of the indicated ones, without the combination affecting the properties of the preassembled track apparatus. The seating slabs can have an elastomer whereon the rail rests, the elastomer can be made of rubber and is placed between the rail and the main slab, in order to mitigate the excessive rigidity of the concrete slab.
- As a complement to the description provided herein, and for the purpose of helping to make the features of the invention more readily understandable, in accordance with a preferred practical exemplary embodiment thereof, said description is accompanied by a set of drawings constituting an integral part of the same, which by way of illustration and not limitation, represent the following:
-
Figure 1 shows a perspective view of a preassembled track apparatus. -
Figure 2 shows a detail view of a preassembled track apparatus. -
Figure 3 shows a profile view of a preassembled track apparatus. -
Figure 1 shows a perspective view of a preassembled track apparatus (1). The preassembled track apparatus (1) is intended to be placed on slab and ballastless railway tracks. The preassembled track apparatus (1) travels assembled from the origin and the shape and geometry of the preassembled track apparatus (1) remains practically unchanged until the destination thereof. Once positioned at the destination site, only horizontal levelling is performed since the position depends on the final point of the assembly. - The preassembled track apparatus (1) is equipped with rails (2), preferably consolidated from the origin, braced sleepers (3), braces (11) and joining elements (12). Alternatively, the rails (2) can be coupled at the destination, as required. At the installation site of the preassembled track apparatus (1), there is a concrete slab, whereon a truss is placed, the preassembled track apparatus (1) is levelled and concrete is poured around the braced sleepers (3).
-
Figure 1 shows at least two rails (2) equipped with a skid. Braced sleepers (3) are shown which are intended to be fastened on a track on a concrete slab and joining at least two rails (2), positioned transversely to the direction of the track. The braced sleepers (3) comprise an upper sector (5), limited by two lateral sectors (4), two seating slabs (7) linked to the upper sector (5), securing elements (8) linked to the seating slabs (7) and able to be coupled to the skid such that it retains the rails (2) and fastens the track width. Likewise, it comprises a lower sector (9) opposite from the upper sector (5). -
Figure 2 shows a detail view of a preassembled track apparatus (1), wherein it can be seen that the lateral sectors (4) comprise holes (10) separated at a distance in the longitudinal direction of the braced sleeper (3) and at different heights. The lower sector (9) comprises cavities (13) close to the holes (10), and braces (11) are seen parallel to each other which have the possibility of linking the braced sleepers (3), wherein the ends of each brace (11) comprise a joining segment (6) able to be coupled to the holes (10) and the preassembled track apparatus (1) has at least one joining element (12) for each joining segment (6), which retain the braces (11) in the holes (10) fastening the position thereof. - In the embodiment shown in
figures 2 to 3 , intermediate sleepers (14) are seen which are transverse to the axis of the track, and which also support the rails (2). These intermediate sleepers (14) are preferably assembled at the destination, independently from the preassembled track apparatus (1). In another embodiment, these intermediate sleepers (14) are comprised in the preassembled track apparatus (1) and are preassembled at the origin. The intermediate sleepers (14) comprise rods (15) in order to be fastened in the slab. The intermediate sleepers (14) act as support for the rails (2), fastening and ensuring the position in relation to the height, inclination and separation. -
Figure 3 shows a profile view of a preassembled track apparatus (1). The braced sleepers (3), transverse to the axis of the track, are seen. Linking each braced sleeper (3), braces (11) are seen positioned in horizontal planes at different heights. Each braced sleeper (3) has a cavity (13). In order to secure the position of each brace (11), the preassembled track apparatus (1) has joining elements (12).Figure 3 shows the braced sleepers (3). - The placement of the preassembled track apparatus (1) is performed on a track on a concrete slab, which is a type of railway track. It has a concrete slab which transmits the uniformly-distributed stresses to the platform. The preassembled track apparatus (1) is preassembled in units which fit in a gauge, is carried on a transport vehicle, preferably with the rails (2) assembled together with the braced sleepers (3), the braces (11) and the joining elements (12). Once positioned, the braced sleepers (3) are aligned, levelled and concreted to the ground.
Claims (6)
- A preassembled track apparatus (1), which can be transported in a preassembled state, comprising at least two rails (2) equipped with a skid, wherein the preassembled track apparatus (1) has:- braced sleepers (3) which are intended to be fastened on a track on a concrete slab and joining at least two rails (2), positioned transversely to the direction of the track, comprising:- an upper sector (5), limited by two lateral sectors (4),- two seating slabs (7) linked to the upper sector (5),- at least one securing element (8) linked to each seating slab (7) and able to be coupled to the skid such that it retains the rails (2) fastening the track width,- a lower sector (9) opposite from the upper sector (5),characterised in that,- the lateral sectors (4) comprise holes (10) separated at a distance in the longitudinal direction of the braced sleeper (3) and at different heights,- the lower sector (9) comprises cavities (13) close to the holes (10),and in that the preassembled track apparatus (1) additionally comprises:- braces (11) parallel to each other which link the braced sleepers (3), wherein the ends of each brace (11) comprise a joining segment (6) able to be coupled to the holes (10) and,- at least one joining element (12) for each joining segment (6), which retain the braces (11) in the holes (10) fastening the position thereof.
- The preassembled track apparatus (1) of claim 1, wherein the joining elements (12), at least two for each joining segment (6), consisting of at least one joining element (12) positioned inside the cavity (13) and of at least one other joining element (12) close to the lateral sector (4).
- The preassembled track apparatus (1) of claim 1, wherein the joining segments (6) are threaded, and the joining elements (12) are joining components with a thread complementary to the joining segment (6).
- The preassembled track apparatus (1) of claim 1, wherein the braced sleepers (3) are made of plastic material.
- The preassembled track apparatus (1) of claim 1, wherein the braced sleepers (3) are made of ceramic material.
- The preassembled track apparatus (1) of claim 1, comprising at least two intermediate sleepers (14) having at least one rod (15) able to be coupled to the track on a concrete slab.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES201930682A ES2803701B2 (en) | 2019-07-23 | 2019-07-23 | PRE-ASSEMBLED TRACK DEVICE |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3770323A1 true EP3770323A1 (en) | 2021-01-27 |
EP3770323B1 EP3770323B1 (en) | 2022-03-09 |
Family
ID=71995928
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP20382661.5A Active EP3770323B1 (en) | 2019-07-23 | 2020-07-23 | Preassembled track apparatus |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP3770323B1 (en) |
ES (1) | ES2803701B2 (en) |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3442222A (en) * | 1966-05-06 | 1969-05-06 | Swedish Rail System Ab S R S S | Method of laying railroad tracks on concrete bases |
JPH10195802A (en) * | 1997-01-16 | 1998-07-28 | Kubota Corp | Longitudinal sleeper |
WO2005103383A1 (en) * | 2004-04-21 | 2005-11-03 | Peter Plica | Sleeper frame for a ballasted railway track and method for production thereof |
ES2264478T3 (en) | 2001-05-07 | 2007-01-01 | Vae Eisenbahnsysteme Gmbh | PROCEDURE FOR INCORPORATION OF NEEDLE CHANGES IN RAILWAYS, AS WELL AS CHANGE OF NEEDLES TO CARRY OUT THIS PROCEDURE. |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2258804T3 (en) * | 1997-09-18 | 2006-09-01 | PFLEIDERER INFRASTRUKTURTECHNIK GMBH & CO. KG | PROCEDURE FOR THE CONSTRUCTION OF A FIXED ROAD BANK FOR GUIDED TRAFFICKING ON RAILS, AS WELL AS A FIXED VIA BANK TO CARRY OUT THE PROCEDURE. |
FR2776683A1 (en) * | 1998-03-27 | 1999-10-01 | Spie Batignolles Tp | RAIL TRACK CONSTRUCTION METHOD, UNIT TRACK PANEL, MACHINE FOR DEPOSITING SUCH PANELS, CONCRETE MACHINE, AND RAIL TRACK |
US6191228B1 (en) * | 1999-01-27 | 2001-02-20 | Polywood Inc. | Use of recycled plastics for preparing high performance composite railroad ties |
DE20312567U1 (en) * | 2003-08-13 | 2003-11-06 | Eichholz Gmbh & Co Kg | Device for transporting pre-assembled turnouts intended for a solid carriageway |
JP6438001B2 (en) * | 2013-03-13 | 2018-12-12 | ソリディア テクノロジーズ インコーポレイテッドSolidia Technologies, Inc. | Composite sleeper and its manufacturing method and its use |
DE102013104492A1 (en) * | 2013-03-28 | 2014-10-02 | Kirow Ardelt Gmbh | Cargo fixing for pick-up trolleys |
-
2019
- 2019-07-23 ES ES201930682A patent/ES2803701B2/en active Active
-
2020
- 2020-07-23 EP EP20382661.5A patent/EP3770323B1/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3442222A (en) * | 1966-05-06 | 1969-05-06 | Swedish Rail System Ab S R S S | Method of laying railroad tracks on concrete bases |
JPH10195802A (en) * | 1997-01-16 | 1998-07-28 | Kubota Corp | Longitudinal sleeper |
ES2264478T3 (en) | 2001-05-07 | 2007-01-01 | Vae Eisenbahnsysteme Gmbh | PROCEDURE FOR INCORPORATION OF NEEDLE CHANGES IN RAILWAYS, AS WELL AS CHANGE OF NEEDLES TO CARRY OUT THIS PROCEDURE. |
WO2005103383A1 (en) * | 2004-04-21 | 2005-11-03 | Peter Plica | Sleeper frame for a ballasted railway track and method for production thereof |
Also Published As
Publication number | Publication date |
---|---|
ES2803701A1 (en) | 2021-01-29 |
EP3770323B1 (en) | 2022-03-09 |
ES2803701B2 (en) | 2022-02-02 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR101293285B1 (en) | Fixed running track on a bridge structure | |
KR101234092B1 (en) | Pc composite plate girder bridge having pc slab, steel girder and its construction method | |
EP1700954A2 (en) | Prefabricated modular member, permanent railway for tramways and subways including said member, and process for laying the same | |
CN102653931B (en) | Elastic supporting vibration isolation member ballast bed | |
KR100603901B1 (en) | Girder bridge construction make use of a part existing girder and that execution method | |
KR101405468B1 (en) | Method for manufacturing concrete block for railway track and method for laying railway track using concrete block manufactured by the same method | |
EP3770323B1 (en) | Preassembled track apparatus | |
EP1882777B1 (en) | Method for making a balastless track for a railway | |
JP2006502323A (en) | Fixed track for railway transportation and method for manufacturing the same | |
KR101639401B1 (en) | Transition track structure of railway bridge deck end and Construction method | |
JP3566704B2 (en) | Reinforcement structure of existing railway bridge | |
RU2755804C1 (en) | Ballast-free railway track for cargo and passenger high-speed traffic and method for construction thereof | |
US6581848B1 (en) | Sleeper frame for a rail system for rail-mounted vehicles, especially for a ballasted track | |
KR102212757B1 (en) | Concrete track construction method that can be used suitably for a rapid improvement of ballast track, and concrete slab support device and railway building device for the same | |
KR101034752B1 (en) | Form for guide wall that is installing guideway | |
KR100613868B1 (en) | Pc composite shape girder bridge make use of existing bridge and that construction method | |
RU189937U1 (en) | CONSTRUCTION OF A LIGHTWAY FLIGHT STRUCTURE REMOTE OF REM - 500 | |
KR102187297B1 (en) | Guide Rail Rubber Wheel AGT Separable Driving Road Construction Jig and Method for constructing AGT Separable Main Road using this same | |
KR102138365B1 (en) | Non-ballast track structure for allowing longitudinal direction slip of steel railway bridge | |
KR101653559B1 (en) | Method of repairing railway | |
US20240229365A1 (en) | Assembly comprising at least one rail and a support | |
CA2349315A1 (en) | Structural support for elevated railway | |
KR100603905B1 (en) | Girder bridge make use of general girder and that construction method | |
KR101982567B1 (en) | Non-ballast track structure for allowing longitudinal direction slip of steel railway bridge | |
RU2493313C1 (en) | Car track on concrete base |
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 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION HAS BEEN PUBLISHED |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE |
|
17P | Request for examination filed |
Effective date: 20210617 |
|
RBV | Designated contracting states (corrected) |
Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: GRANT OF PATENT IS INTENDED |
|
INTG | Intention to grant announced |
Effective date: 20211026 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE PATENT HAS BEEN GRANTED |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP Ref country code: AT Ref legal event code: REF Ref document number: 1474255 Country of ref document: AT Kind code of ref document: T Effective date: 20220315 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 602020002166 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG9D |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20220309 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 Ref country code: RS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 Ref country code: NO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220609 Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220609 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MK05 Ref document number: 1474255 Country of ref document: AT Kind code of ref document: T Effective date: 20220309 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220610 Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SM Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220711 Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 Ref country code: CZ Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 Ref country code: AT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220709 Ref country code: AL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 602020002166 Country of ref document: DE |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 602020002166 Country of ref document: DE |
|
26N | No opposition filed |
Effective date: 20221212 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20220731 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220723 Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220731 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230201 Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220731 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220723 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220309 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230731 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20200723 |