CN102016176A - Solid trackway having continuous bedding - Google Patents
Solid trackway having continuous bedding Download PDFInfo
- Publication number
- CN102016176A CN102016176A CN2009801146845A CN200980114684A CN102016176A CN 102016176 A CN102016176 A CN 102016176A CN 2009801146845 A CN2009801146845 A CN 2009801146845A CN 200980114684 A CN200980114684 A CN 200980114684A CN 102016176 A CN102016176 A CN 102016176A
- Authority
- CN
- China
- Prior art keywords
- rail
- guide pad
- running track
- require
- aforesaid right
- 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.)
- Pending
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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
-
- 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
Abstract
The invention relates to a solid trackway (1) for rail vehicles having a substantially continuous bedding of the rails (2) on a concrete slab (3), wherein the rail (2) is supported with the foot thereof on an elastic intermediate layer (7). The solid trackway (1) further comprises a side guide piece (8) supporting and guiding the rail (2) in the horizontal direction. The rail (2) is mounted on the concrete slab (3) at discrete mounting points (9) by means of a mounting means (12). Only the elastic intermediate layer (7) is disposed between the rail (2) and the concrete slab (3).
Description
Technical field
The present invention relates to a kind of fixed running track that is used for rail vehicle, this roadway has the continuous basically rail supporting on concrete slab.Rail is supported on the resilient middle layer by its flange of rail.In addition, fixed running track also comprises the side guide pad of rail, and wherein, guide pad is supporting rail and rail play the guiding role in the horizontal direction.
Background technology
By the known a kind of fixed running track of WO 03/016629A1 with continuous rail supporting., below the flange of rail, designed a flexible foundation here, supporting rail continuously on the basis.At this, be poured in the groove and realize the fixing of rail continuously by the material that the oneself is solidified.In order to make this fixed running track apace, fill stone at rail web side arrangement chamber, these stones are fixed in the respective voids between the groove.In order temporarily rail and chamber filling stone position to be fixed in the groove exactly, be provided with calibrating installation.For fixing rail, fill up chamber and fill gap between stone and the trench wall with building material subsequently.
DE 195 19 745 C2 have similarly described a kind of track superstructure of not having rubble, and this superstructure has continuous flexible rail supporting.By guide beam rail is clamped in and holds in the groove, implement the fixing of rail equally continuously.Between the flange of rail and guide beam, be provided with flexible formed body.Seam between guide beam and the trench wall is filled by the flexible material of building, thus also supporting rail continuously and flexibly in the horizontal direction.Rail is almost completely imbedded.
Summary of the invention
Task of the present invention is, proposes a kind of fixed running track that is used for rail vehicle, and this roadway has the driving comfort of height and good wearing character, and can make economically.
By the described feature of claim 1, this task is solved.
The fixed running track that is used for rail vehicle is included in rail supporting continuous substantially on the concrete slab.Rail is supported on the resilient middle layer by its flange of rail.In addition, fixed running track comprises the side guide pad of rail, and wherein, guide pad is supporting rail in the horizontal direction, and rail is play the guiding role.According to the present invention, rail is fixed on the concrete slab by fastening devices at the fixed point that disperses.Between rail and concrete slab, only be provided with resilient middle layer.Therefore, rail does not need middle insertion load distribution plate and only is bearing on the concrete slab by the intermediate layer.Only on the fixed point that disperses fixedly rail make it possible to make economically and fixing rail.Temporary transient fixedly rail is unnecessary, because can regulate rail in the horizontal direction by guide pad, makes it to meet the requirement of position.By the continuous supporting of rail, although be to disperse fixing and the side guiding, the power that applies by along continuous straight runs still can prevent the inclination do not expected.Therefore, by according to fixed running track of the present invention, the advantage (particularly aspect audio emission and the wearing and tearing) of continuous rail supporting can be combined with simple the manufacturing.
Preferably, rail has rail head, the rail web and the flange of rail.Guide pad is only at flange of rail supporting rail.Corresponding guide pad can be set in the rail FX simply.
In addition advantageously, concrete slab has a groove, fastening devices in the operating position upper support in this groove.Therefore, fastening devices can directly be supported on the concrete slab.No longer needed as the intermediate plate of making by steel or plastics in common the fixing at each strong point place in background technology.Therefore simplified structure according to fixed running track of the present invention.
Particularly advantageously be, when concrete slab has another groove, fastening devices in the installation site upper support in this another groove.Therefore, preferably can just assemble when pre-the installation as the fastening devices of clips.At this,, at first fastening devices is fixed on the installation site in order to import rail at the construction field (site).
Preferably rail is arranged in the recess of a channel form of concrete slab.To this projection can be set on concrete slab, these projections should break two of concrete slab respectively and extend between the place, thereby realize continuous basically rail supporting.
A kind of improvement project regulation of the present invention, side guide pad supporting rail discontinuously in the horizontal direction on the flange of rail of rail.Guide pad can be arranged on to fix in the rail FX and by rail by simple mode thus and be fixed.
According to another improvement project of the present invention, the side guide pad is supporting rail continuously basically in the horizontal direction.Particularly advantageously at this be that the length of guide pad is equivalent to the spacing between the place of should breaking of concrete slab basically.Can reach continuous to a great extent in the horizontal direction support thus, this support is only interrupted in the zone at place of should breaking.Fixing can carrying out in the rail FX by simple mode equally.When rail fracture, continuous lateral support can advantageously be resisted the skew of rail.
In addition advantageously, when the rail both sides respectively were provided with a guide pad, wherein, rail vertically was directed between two guide pads.When train driving passed through, rail can move in vertical direction, and can not change orbital position thus.
Advantageously, guide pad is made of plastics, and is particularly made by the plastics of glass fiber reinforcement.Equally also possible is that guide pad is made by concrete.Can realize the support and the guiding of the reliable horizontal direction of rail by the rigidity of this material.
Particularly advantageous in addition is on the trenched side-wall of channel form recess guide pad to be set.Guide pad can be supported on the trenched side-wall reliably and can accurately lead to rail thus.
According to one embodiment of the present invention, guide pad is fixed at the length direction of rail by fastening devices.Therefore do not need special measure to be used for fixing guide pad, thereby make the installation of fixed running track simple especially.Preferably, guide pad has an otch in the rail FX, and fastening devices clips in other words connects interlocking at length direction in this otch by form fit.
According to an other improvement scheme, guide pad is cast in the concrete of plate.Guide pad is fixed in the fixed running track thus reliably, no longer needs to expend high installation work at this.Here, guide pad can have projection, and the recessed or groove of side is for the concrete by favourable mode and plate when building interconnects in other words locking mutually.
Another favourable improvement project regulation of the present invention, resilient middle layer and/or guide pad are connected with concrete slab by the form fit connected mode.In order to realize that form fit connects, guide pad or flexible intermediate layer also can have projection or side is recessed.The projection of the recessed projection that on concrete slab, is provided with in other words with concrete slab again of these projectioies or side, the recessed acting in conjunction of seamed edge or side.
When guide pad takes the shape of the letter U basically, guide pad can for example surround the projection of concrete slab and fixing thus by the form fit connected mode.
According to another embodiment of the present invention advantageously, the interlocking of resilient middle layer and/or guide pad is at the place of should breaking of plate.The form fit that also can realize guide pad and concrete slab thus is connected.
In addition advantageously, resilient middle layer and/or guide pad are drip moldings.It can for example be the foundry goods made in mould or the working of plastics of glass fiber reinforcement.It is possible making guide pad in an advantageous manner more in large quantity thus.
According to a kind of favourable improvement project of the present invention, resilient middle layer comprises adjustable plate, is used for regulating the height of rail.Can regulate the height of rail thus at the scene by simple mode.
Advantageously, plate is to make by concrete prefabricated structural board or by the concrete sleeper that is cast in the cast-in-situ concrete.
Description of drawings
According to the embodiment that introduces below other advantages of the present invention are described.In the accompanying drawing:
Fig. 1 shows according to of the present invention has concrete slab and the schematic diagram of the fixed running track that continuous basically rail supports on concrete slab,
Fig. 2 shows the phantom drawing according to fixed running track of the present invention,
Fig. 3 shows a kind of alternate embodiments according to fixed running track of the present invention with phantom drawing,
Fig. 4 shows fixed running track and the diagram of the guide pad that is connected with concrete slab by form fit,
The schematic diagram that Fig. 5 shows fixed running track and is used for fixing the resilient middle layer of roadway, wherein resilient middle layer is connected with concrete slab by the form fit connected mode,
Fig. 6 shows resilient middle layer or guide pad can pass through another embodiment that the form fit connected mode is connected with concrete slab,
Fig. 7 shows the schematic diagram according to the guide pad of interlocking of the present invention in the place of should breaking of concrete slab.
The specific embodiment
Fig. 1 shows the fixed running track 1 that is used for rail vehicle, and wherein, rail 2 is bearing on the concrete slab 3 basically continuously.In order to support and fixing rail 2, concrete slab 3 has projection 4 or similar projection, and rail 2 is arranged in these projections or the projection.Process the recess 5 of channel form in other words in the projection 4 at concrete slab 3 for this reason.The recess 5 of channel form is preferred in other words extends on whole concrete slab 3 for projection 4, thereby obtains 2 supportings of continuous basically rail, however projection 4 in other words the recess 5 of channel form in the zone at the place 6 of should breaking of concrete slab 3, interrupt.
Here only show the part of concrete slab 3.In order to build such fixed running track at the scene, make concrete slab 3 in advance, in the construction site concrete slab is placed on the basis and with it and is mutually permanently connected.Can make the concrete slab 3 that has rail 2 in advance with high accuracy at this, thereby make on-the-spot any adjustment work in orbit that no longer needs.In order to guarantee necessary elasticity, insert resilient middle layer 7 (see figure 2)s at this rail 2 by the centre and be laid in the recess 5 of channel form.For at side calibration rail 2 and to its guiding, be provided with guide pad 8 here, guide pad 8 is supporting rail 2 in the horizontal direction.
According to the present invention's regulation, rail 2 by fastening devices 12, is preferably clips at the fixed point 9 that disperses, and is fixed on the concrete slab 3.Thereby be no longer necessary for continuously fixedly rail 2 and expended channel form recess 5 has been poured into a mould with height.Still can avoid insecure skew of rail head by the continuous supporting of rail 2.As in background technology in each is fixing load distribution plate commonly used be unwanted at this, thereby made the designs simplification of rail.
In addition as at Fig. 2 as seen, rail only supports by guide pad at the flange of rail 10 places of rail 2, and to fix 9 by the rail of fastening devices 12 be possible so that make.Here, guide pad 8 has otch 11 in fixed point 9 zones, so that allow in known manner by the fixing rail of clips.But the supporting surface 13 of guide pad 8 is designed to extend on the whole length of guide pad 8, because only support in the zone of the flange of rail 10.
Recess 5 form in an example shown of channel form is rectangular basically groove, and wherein guide pad 8 is arranged on the trenched side-wall 14 of recess 5 of channel form.At this, guide pad 8 supports and is resisted against on the trenched side-wall 14.Shown in figure in, rail 2 is in the recess 5 of channel form and be arranged on the resilient middle layer 7 between two guide pads 8.By like this, can very accurately rail 2 be positioned in the recess 5 of channel form and when work, rail 2 be led.
In order as far as possible accurately to make the concrete slab 3 that has the rail trend, can carry out grinding to the recess 5 of channel form, make it possible to make with very little tolerance.At this, can just process the groove recess 5 of channel form in other words with accurate dimensions in the prefabricated units workshop according to route trend.But again groove being ground to accurate dimensions after installing concrete slab 3 at the scene, equally also is feasible.But also allow to adjust the position of rail 2 according to the embodiment of guide pad 8 of the present invention by means of guide pad 8.For example can make the guide pad 8 of different-thickness to this, be used for influencing the position of rail 2.By like this, can carry out the side to rail 2 and proofread and correct, the maximum correction amount is 8mm.
Guide pad can be used as drip molding and makes, because make it possible to advantageously make in batches guide pad 8 like this.A kind of particularly advantageous embodiment regulation of guide pad 8, guide pad is made by a kind of plastics of glass fiber reinforcement.Guide pad 8 can be manufactured thus and have enough rigidity, be used in the horizontal direction supporting rail regularly.Yet equally also possible is that side guide pad 8 is made by a kind of special concrete.Also can be implemented in horizontal direction supporting rail 2 rigidly with this embodiment.Yet similarly, the embodiment of the guide pad of being made by graphite material 8 also it is contemplated that.
Fig. 3 shows another embodiment of the fixed running track 1 that has guide pad 8 with phantom drawing.The projection 4 of concrete slab 2 is slightly narrow than among Fig. 1 here, and this makes the rail 2 can be better by place's 6 drainings of should breaking.As in Fig. 2, rail 2 also is supported continuously largely on the flange of rail of rail 2, thereby makes this also not need the load distribution plate.The flange of rail directly is bearing on the resilient middle layer 7.In the example shown in this, resilient middle layer also comprises adjustable plate 17, and this adjustable plate makes it possible to carry out the altimetric compensation of rail 2.On the contrary, rail 2 is supported by guide pad 8 discontinuously in the horizontal direction.Guide pad 8 has supporting surface 13 to this in rail is fixed 9 zones.Similarly, as in the example of Fig. 2, be provided with two supporting surfaces 13 or two guide pads 8 at this, they are supporting rail 2 and allow rail vertically to move in the horizontal direction.
As seen, concrete slab 3 projection 4 in other words is fluted 15 in addition as in Fig. 2, and fastening devices 12 is supported in this groove in the operating position.Directly be supported on the concrete slab by fastening devices, further simplified the structure of fixed running track, because do not need other steel or plastic plate.In the diagram here, concrete slab 3 has another groove, and fastening devices 12 is supported in this another groove in the installation site.Therefore fixed running track can pass through fastening devices 12 assembled in advance in the prefabricated units workshop.The scene of rail 2 is installed and still can be carried out in the clear.Next the clips that is used for fixing rail 2 must be moved to the operating position and be fixed.Tension force shown in this is accompanied a slotted hole.
In order to realize reliably guide pad 8 being fixed on the concrete slab 3 advantageously, guide pad 8 is connected with concrete slab 3 by the form fit connected mode.To this guide pad 8 can, as shown in Figure 4, be designed to take the shape of the letter U basically, thereby make it surround the projection 4 of concrete slab 3 and be fixed at the length direction of rail 2 thus.
Similarly, guide pad 8 can be constructed like this, make its interlocking concrete slab 3 should break the place 6 in and be connected (Fig. 7) with concrete slab 3 form fit thus.
Also advantageously, resilient middle layer 7 is joined with concrete slab 3 shapes and is connected.Resilient middle layer can guide pad 8 as shown in Figure 7 equally be designed to U-shaped and with the shank interlocking of " U " in the place 6 of should breaking of concrete slab.
The invention is not restricted to shown embodiment, variation in the claim scope and combination fall into protection scope of the present invention equally.
Claims (21)
1. the fixed running track (1) that is used for rail vehicle, this roadway has continuous basically rail (2) supporting on concrete slab (3), wherein, described rail (2) is supported on the resilient middle layer (7) by its flange of rail, and this roadway also has the side guide pad (8) of described rail (2), described guide pad supports described rail in the horizontal direction and described rail is led, it is characterized in that, described rail (2) is fixed on the described concrete slab (3) by fastening devices (12) at the fixed point (9) that disperses, and only is provided with described resilient middle layer (7) between described rail (2) and described concrete slab (3).
2. the fixed running track that requires according to aforesaid right is characterized in that, described rail (2) has rail head, rail web and the flange of rail (10) and described guide pad (8) only at the described rail of the described flange of rail (10) upper support (2).
3. require each fixed running track according to aforesaid right, it is characterized in that, described concrete slab (3) has a groove (15), and described fastening devices (12) is supported in the operating position in this groove.
4. require each fixed running track according to aforesaid right, it is characterized in that, described concrete slab (3) has another groove (15 '), and described fastening devices (12) is supported in the installation site in this another groove.
5. require each fixed running track according to aforesaid right, it is characterized in that, described rail (2) is arranged in the recess (5) of a channel form of concrete slab (3).
6. require each fixed running track according to aforesaid right, it is characterized in that, described side guide pad (8) supports described rail (2) in the horizontal direction discontinuously.
7. require each fixed running track according to aforesaid right, it is characterized in that, described side guide pad (8) supports described rail (2) in the horizontal direction to a great extent continuously.
8. require each fixed running track according to aforesaid right, it is characterized in that, the length of described side guide pad (8) is equivalent to the spacing between the place (6) of should breaking of described concrete slab (3) basically.
9. require each fixed running track according to aforesaid right, it is characterized in that, the both sides of described rail (2) respectively are provided with a guide pad (8), and described rail vertically is directed between two guide pads.
10. require each fixed running track according to aforesaid right, it is characterized in that, described guide pad (8) is by plastics, is particularly made by GFK.
11. require each fixed running track according to aforesaid right, it is characterized in that described guide pad (8) is to be made by concrete.
12. require each fixed running track according to aforesaid right, it is characterized in that described guide pad (8) is arranged on the trenched side-wall (14) of described channel form recess (5).
13. require each fixed running track according to aforesaid right, it is characterized in that described guide pad (8) is fixed at the length direction of described rail (2) by described fastening devices (12).
14. require each fixed running track according to aforesaid right, it is characterized in that described guide pad (8) has otch (11) in the zone of clips (12).
15. require each fixed running track according to aforesaid right, it is characterized in that described guide pad (8) is cast in the concrete of described concrete slab (3).
16. require each fixed running track according to aforesaid right, it is characterized in that described resilient middle layer (7) and/or described guide pad (8) are connected with described concrete slab (3) by the form fit connected mode.
17. require each fixed running track according to aforesaid right, it is characterized in that described guide pad (8) takes the shape of the letter U basically.
18. require each fixed running track according to aforesaid right, it is characterized in that described concrete slab (3) has the place (6) of should breaking, described resilient middle layer (7) and/or described guide pad (8) interlocking are in these should break the place.
19. require each fixed running track according to aforesaid right, it is characterized in that described resilient middle layer (7) and/or described guide pad (8) are drip moldings.
20. require each fixed running track, it is characterized in that described resilient middle layer (7) comprises an adjustable plate of regulating the rail height according to aforesaid right.
21. require each fixed running track according to aforesaid right, it is characterized in that described concrete slab (3) is to make by concrete prefabricated structural board or by the concrete sleeper that is cast in the cast-in-situ concrete.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102008001293A DE102008001293A1 (en) | 2008-04-21 | 2008-04-21 | Fixed carriageway with continuous support |
| DE102008001293.9 | 2008-04-21 | ||
| PCT/EP2009/053554 WO2009130102A1 (en) | 2008-04-21 | 2009-03-26 | Solid trackway having continuous bedding |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102016176A true CN102016176A (en) | 2011-04-13 |
Family
ID=40823252
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009801146845A Pending CN102016176A (en) | 2008-04-21 | 2009-03-26 | Solid trackway having continuous bedding |
Country Status (9)
| Country | Link |
|---|---|
| US (1) | US20110036917A1 (en) |
| EP (1) | EP2297401B1 (en) |
| JP (1) | JP5400868B2 (en) |
| KR (1) | KR20110003517A (en) |
| CN (1) | CN102016176A (en) |
| BR (1) | BRPI0910856A2 (en) |
| DE (1) | DE102008001293A1 (en) |
| RU (1) | RU2506365C2 (en) |
| WO (1) | WO2009130102A1 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2920448B1 (en) * | 2007-08-29 | 2013-07-05 | Lohr Ind | PREFABRICAL TRACK MODULE FOR URBAN AUTOGUIDE PNEUMATIC TRANSPORT VEHICLE |
| RU2746059C1 (en) * | 2020-06-25 | 2021-04-06 | Александр Андреевич Столповский | Railway track (embodiments) |
Family Cites Families (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR940264A (en) * | 1947-01-18 | 1948-12-08 | Sncf | Anti-vibration device |
| DE805281C (en) * | 1949-10-28 | 1951-05-15 | Deutsche Bundesbahn | Elastic intermediate layer in the railway superstructure |
| DE1189104B (en) * | 1958-06-25 | 1965-03-18 | John Bull Rubber Company Ltd | Elastic intermediate layer for the railway superstructure |
| DE1658541B2 (en) * | 1967-05-23 | 1973-04-05 | Strätner, Heinz, 4300 Essen | REINFORCED CONCRETE TRACK PLATE |
| DE6923227U (en) * | 1969-06-11 | 1969-10-09 | Heinz Straetner | RAIL SUPPORT PLATE FOR SO-CALLED HIGH SPEED TRACKS |
| SE372787B (en) * | 1973-05-11 | 1975-01-13 | A Betong Ab | |
| DE3023857C2 (en) * | 1980-06-26 | 1986-01-02 | Krupp Stahl Ag, 4630 Bochum | Fastening device for rails, in particular crane rails |
| IT1176498B (en) * | 1984-07-27 | 1987-08-18 | I P A Ind Prefabbricati Affini | COMPONENTS FOR RAILWAY LINES ON REINFORCED CONCRETE PLATES, WITHOUT MASS |
| GB8602277D0 (en) * | 1986-01-30 | 1986-03-05 | Pandrol Ltd | Electrically insulating device |
| DE19503220A1 (en) * | 1994-02-10 | 1995-08-17 | Butzbacher Weichenbau Gmbh | System for ballastless permanent way of rail track |
| DE19519745C2 (en) | 1995-05-30 | 2001-02-01 | Contitech Transp Bandsysteme G | Ballastless track superstructure |
| DE19848928C2 (en) * | 1998-10-23 | 2003-08-21 | Pfleiderer Infrastrukturt Gmbh | Slab track and method of making it |
| DE19920146B4 (en) * | 1999-05-03 | 2005-07-21 | Max Bögl Bauunternehmung GmbH & Co. KG | Storage of a rail for rail vehicles |
| DE10138803A1 (en) | 2001-08-14 | 2003-02-27 | Boegl Max Bauunternehmung Gmbh | Process for the continuous storage of a rail on a fixed carriageway, and adjusting device and fixed carriageway |
| FR2835003B1 (en) * | 2002-01-24 | 2004-02-27 | Alstom | METHOD OF CONSTRUCTING A RAILWAY TRACK ON A CONCRETE SHEET |
| DE202005020020U1 (en) * | 2005-12-22 | 2006-02-23 | Edilon Gmbh | Transverse force coupling for rail support plates has depression formed on front surface of each rail support plate |
-
2008
- 2008-04-21 DE DE102008001293A patent/DE102008001293A1/en not_active Withdrawn
-
2009
- 2009-03-26 EP EP09735016.9A patent/EP2297401B1/en not_active Not-in-force
- 2009-03-26 KR KR1020107024720A patent/KR20110003517A/en not_active Application Discontinuation
- 2009-03-26 US US12/988,720 patent/US20110036917A1/en not_active Abandoned
- 2009-03-26 RU RU2010143326/11A patent/RU2506365C2/en not_active IP Right Cessation
- 2009-03-26 CN CN2009801146845A patent/CN102016176A/en active Pending
- 2009-03-26 WO PCT/EP2009/053554 patent/WO2009130102A1/en active Application Filing
- 2009-03-26 BR BRPI0910856A patent/BRPI0910856A2/en not_active IP Right Cessation
- 2009-03-26 JP JP2011505446A patent/JP5400868B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| EP2297401B1 (en) | 2015-03-11 |
| KR20110003517A (en) | 2011-01-12 |
| JP2011518267A (en) | 2011-06-23 |
| RU2010143326A (en) | 2012-04-27 |
| RU2506365C2 (en) | 2014-02-10 |
| US20110036917A1 (en) | 2011-02-17 |
| JP5400868B2 (en) | 2014-01-29 |
| EP2297401A1 (en) | 2011-03-23 |
| WO2009130102A1 (en) | 2009-10-29 |
| BRPI0910856A2 (en) | 2019-09-24 |
| DE102008001293A1 (en) | 2009-10-22 |
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Application publication date: 20110413 |