EP2659068A1 - Method for producing a slab trackway - Google Patents
Method for producing a slab trackwayInfo
- Publication number
- EP2659068A1 EP2659068A1 EP11801759.9A EP11801759A EP2659068A1 EP 2659068 A1 EP2659068 A1 EP 2659068A1 EP 11801759 A EP11801759 A EP 11801759A EP 2659068 A1 EP2659068 A1 EP 2659068A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- hoods
- substructure
- escape route
- formwork
- sleepers
- 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
- 238000004519 manufacturing process Methods 0.000 title claims description 5
- 238000009415 formwork Methods 0.000 claims abstract description 32
- 238000005266 casting Methods 0.000 claims abstract description 5
- 238000000034 method Methods 0.000 claims description 12
- 239000007787 solid Substances 0.000 claims description 5
- 238000009472 formulation Methods 0.000 claims 1
- 239000000203 mixture Substances 0.000 claims 1
- 239000004567 concrete Substances 0.000 description 8
- 241001669679 Eleotris Species 0.000 description 4
- 238000009416 shuttering Methods 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 206010017577 Gait disturbance Diseases 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
- E01B1/001—Track with ballast
-
- 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
- E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
- E01B1/008—Drainage of track
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2/00—General structure of permanent way
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B26/00—Tracks or track components not covered by any one of the preceding groups
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- 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
-
- 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
- E01B29/005—Making of concrete parts of the track in situ
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/04—Pavings for railroad level-crossings
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2204/00—Characteristics of the track and its foundations
- E01B2204/06—Height or lateral adjustment means or positioning means for slabs, sleepers or rails
Definitions
- the invention relates to a method for producing a solid track for rail vehicles with an escape route for road vehicles, in which on a substructure a prefabricated track section with rails and
- Escape route is that the dimensions and weight of the prefabricated panels can be designed so that the panels by conventional means
- Threshold block distance and the slope of the concrete slab track plate must be adjusted. A gradient is necessary for the discharge of water. All these variable parameters make stock keeping of prefabricated panels uneconomic. Another disadvantage of this kind of
- the present invention seeks to provide a method for producing a solid track for rail vehicles with an emergency route for road vehicles, the simple and
- this object is achieved in that the part of the sleepers projecting from the roadway slab and the running rails are delimited by formwork means and an escape route is applied by pouring onto the carriage slab.
- the rescue route fits exactly on the deck plate and rests on this stable. In addition eliminates the prefabrication and especially the storage of plates for the rescue route.
- Chassis plate is completely cured.
- the carrying and straightening device is removed before the escape route is poured. This has the advantage that in the rescue route no parts or traces of the carrying and straightening device
- the invention also relates to a solid roadway produced by the method according to the invention.
- a solid roadway produced by the method according to the invention.
- the roadway is in the
- Substructure arranged a drainage pipe, which is present through at intervals in the substructure
- Substructure is connected. Such prepared substructure saves a subsequent attachment of a
- connection holes communicating with the connection holes provided in the substructure.
- Such connection openings are very easy to install in the deck slab, for example by inserting moldings before pouring the deck slab.
- Another embodiment provides that the escape route is divided by extending substantially transversely to the rails joints. These joints compensate for stretching and shrinkage of the rescue route. In addition, in this way, the escape route easily according to the length the prefabricated track sections are produced step by step.
- These drainage shafts are preferably arranged in the area of the joints and ensure the drainage of water from the rescue route.
- drainage channels are arranged in the surface of the rescue route, drainage of the escape route is further improved.
- the sleepers on at least one side of the running rail have an elevated shoulder whose surface is in line with the surface of the rail
- the invention also relates to formwork agents for carrying out the method according to the invention.
- these have the task of being able to set up and dismantle quickly and easily.
- the formwork means consist of panels connecting areas of the sleepers to be set and adjacent hoods. These hoods and panels are quick to assemble and
- Plates detachably connectable to the hoods. This measure also facilitates the assembly and disassembly of the formwork.
- Another embodiment of the formwork means provides that the plates can be connected to the hoods in such a way that the distance between adjacent hoods can be changed. This avoids that correspondingly different
- FIGS. 1 to 6 show in each case a view cut transversely to the direction of travel of six stages of an embodiment of the method according to the invention
- Figure 7 is a perspective view of a
- Figure 8 is a perspective view of a detail
- Figure 9 is a perspective view of a detail
- Threshold blocks 5 and mounted on rails 8 is, using a support and straightening device 4 on a substructure 1, for example, from reinforced concrete can be made, supported and aligned.
- a drainage line 2 which is connected by spaced connection openings 3 with the top of the substructure 1. So that vibrations are damped later when driving on the tracks, 5 is at each threshold block from below
- the threshold blocks 5 are each provided on both sides of the rail 8 with upstanding shoulders 24, the upper surface can later enter the finished lane or be driven by road vehicles.
- the invention is not limited to a roadway with such threshold blocks 5.
- Threshold block 5 a formwork hood 9 slipped up, whose task is later in the Glessen a
- FIG. 3 shows the situation after the casting of the
- Chassis plate 10 which may for example consist of unreinforced concrete. Basically, the touchdown of the
- Track plate 10 done.
- the previous placement offers the advantage that the carriageway panel 10 does not have to be entered for placing the shuttering hoods 9.
- Disconnecting openings 11 for the drainage exist, which are aligned with the connection openings 3 mentioned in connection with Figure 1.
- the connection openings 11 can be obtained in a known manner by inserting corresponding parts.
- FIG. 4 differs from FIG. 3 only in that in the stage according to FIG. 4 the carrying and straightening device 4 has been removed.
- an escape route 12 can now be cast, as shown in FIG. Unarmored concrete can also be used for the escape route 12.
- FIG. 6 shows the condition of the roadway after removal of the formwork hoods.
- the rescue route 10 is transverse to
- Roadway is divided into blocks, wherein between each two escape route blocks a joint is arranged, as will become even clearer below in connection with the description of Figure 9.
- a drainage shaft 23 is in each case arranged between two escape route blocks and is in alignment with the connection opening 11 present underneath. It is also clearly visible in FIG. 6 that the shoulders 24 of the threshold blocks 5 are flush with the surface 25 of the escape route 12.
- FIG. 7 shows a perspective view of a pair of formwork hoods 9.
- Each formwork hood 9 has two
- Connection plate 19 ( Figure 8) are determined.
- Formwork hoods 9 may be made of sheet metal, plastic, wood or other suitable material. So that the formwork hoods 9 can be removed after curing of the concrete of the escape route 12 by being pulled upwards, they are slightly conical. This means that the side walls 13, 15 and the rear wall 14 are inclined relative to the vertical by about 3 degrees, such that the formwork hood is narrower from top to bottom.
- FIG. 8 shows a section of a running rail 8 with three sleeper blocks 5 covered by shuttering hoods 9.
- connection plates 19 with each of which two formwork hoods 9 are interconnected.
- openings 20 are present in the connection plates 19 into which the bolts 18 present on the connection parts 17 engage.
- the connection plates 19 have the task of preventing the concrete of the escape route 12 from reaching the rail 8 when it is still able to flow.
- connection plates 19 are different embodiments of
- Formwork hoods 9 may be arranged, in which the
- Connecting plates 19 can be inserted. Also, in each case two short connecting parts can form an elongated recess between them, which has the same function as a groove. Alternatively, one can also each
- FIG. 9 shows in perspective a section of a roadway. From bottom to top are the substructure 1, the
- Chassis plate 10 and the rescue route 12 visible. Also good to see is that the rescue route 12 to the
- Threshold blocks 5 and the rails 8 leaves a gap.
- the shoulders 24 of the threshold blocks 5 are practically flush with the surface of the escape route 12, so that no larger openings in the escape route exist in their place, which - especially for pedestrians - a
- Sections of the escape route is in each case a gap 21 and in the middle between the rails 8 parallel to this a drainage channel 22nd
- a vertical drainage shaft 23 is formed, in which the drainage channel 22 opens.
- the drainage shaft 23 is connected to the drainage line 2 through the connection openings 3 and 11 (see, for example, FIG.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Road Paving Structures (AREA)
- Railway Tracks (AREA)
Abstract
Description
Claims
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL11801759T PL2659068T3 (en) | 2010-12-27 | 2011-12-23 | Method for producing a slab trackway |
EP11801759.9A EP2659068B1 (en) | 2010-12-27 | 2011-12-23 | Method for producing a slab trackway |
NO11801759A NO2659068T3 (en) | 2010-12-27 | 2011-12-23 |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP10197028A EP2468954A1 (en) | 2010-12-27 | 2010-12-27 | Method for manufacturing a ballastless trackway for rail vehicles with an recue route for street vehicles |
PCT/EP2011/074024 WO2012089697A1 (en) | 2010-12-27 | 2011-12-23 | Method for producing a slab trackway |
EP11801759.9A EP2659068B1 (en) | 2010-12-27 | 2011-12-23 | Method for producing a slab trackway |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2659068A1 true EP2659068A1 (en) | 2013-11-06 |
EP2659068B1 EP2659068B1 (en) | 2018-01-31 |
Family
ID=43844617
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP10197028A Withdrawn EP2468954A1 (en) | 2010-12-27 | 2010-12-27 | Method for manufacturing a ballastless trackway for rail vehicles with an recue route for street vehicles |
EP11801759.9A Active EP2659068B1 (en) | 2010-12-27 | 2011-12-23 | Method for producing a slab trackway |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP10197028A Withdrawn EP2468954A1 (en) | 2010-12-27 | 2010-12-27 | Method for manufacturing a ballastless trackway for rail vehicles with an recue route for street vehicles |
Country Status (12)
Country | Link |
---|---|
US (1) | US9157192B2 (en) |
EP (2) | EP2468954A1 (en) |
KR (1) | KR102011811B1 (en) |
AU (1) | AU2011351482B2 (en) |
BR (1) | BR112013016308B1 (en) |
CA (1) | CA2822372A1 (en) |
NO (1) | NO2659068T3 (en) |
PE (1) | PE20141221A1 (en) |
PL (1) | PL2659068T3 (en) |
RU (1) | RU2586101C2 (en) |
SG (1) | SG191362A1 (en) |
WO (1) | WO2012089697A1 (en) |
Families Citing this family (23)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2012135913A1 (en) * | 2011-04-05 | 2012-10-11 | Newstyle Nominees Pty Ltd | Rail track sleeper support |
DK2740842T3 (en) * | 2012-12-07 | 2018-01-08 | Sonneville Ag | Method of converting a ballast track to a fixed track |
EP2778284A1 (en) * | 2013-03-11 | 2014-09-17 | Sonneville AG | Sleeper block unit for railway rail systems |
CN103821049B (en) * | 2014-01-25 | 2016-08-24 | 中铁四局集团第四工程有限公司 | A kind of CRTS II template CA mortar injection steel pipe angle steel combination edge sealing hold down gag |
EP3045588A1 (en) * | 2015-01-14 | 2016-07-20 | Sonneville AG | Sealing arrangement between sleeper block and sleeper shoe of a railway rail system |
JP6407796B2 (en) * | 2015-05-14 | 2018-10-17 | 公益財団法人鉄道総合技術研究所 | Sleeper construction method with formwork holding function |
CN106049193B (en) * | 2016-05-17 | 2018-08-17 | 中国铁道科学研究院铁道建筑研究所 | One kind being used for roadbed section ballastless track of high-speed railway center line method for correcting error |
CN106049204B (en) * | 2016-08-03 | 2018-02-06 | 中铁十七局集团第三工程有限公司 | Non-fragment orbit reinforced concrete footing is poured with groove template |
CN106245467B (en) * | 2016-08-23 | 2017-11-24 | 吴永芳 | A kind of paving frame method for assembling board-like track structure |
CN107460794A (en) * | 2017-04-24 | 2017-12-12 | 中铁四局集团有限公司 | Construction method for prefabricating CRTS III plate type ballastless track in severe cold area |
CN107447606B (en) * | 2017-08-09 | 2023-06-30 | 中国铁建重工集团股份有限公司 | Magnetic suspension track panel bending and straightening dual-purpose assembly equipment |
CN108642975B (en) * | 2018-03-08 | 2020-01-21 | 中国铁路设计集团有限公司 | Method for lifting settlement damaged railway roadbed |
EA036000B1 (en) * | 2018-06-29 | 2020-09-10 | Открытое Акционерное Общество "Российские Железные Дороги" | Surface water drainage system for a double-track ballastless railway superstructure |
CN109778596B (en) * | 2018-08-16 | 2019-12-10 | 广州地铁设计研究院股份有限公司 | trapezoidal prefabricated slab with auxiliary blocks and construction method thereof |
CN108842529A (en) * | 2018-08-28 | 2018-11-20 | 上海市城市建设设计研究总院(集团)有限公司 | The rapid splicing structure in streetcar track basis and construction method |
CN109837811B (en) * | 2018-12-26 | 2021-03-19 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Counterforce structure for transverse deviation rectification of ballastless track of roadbed section and manufacturing method thereof |
CN110130164A (en) * | 2019-04-22 | 2019-08-16 | 中铁五局集团有限公司 | A kind of two groups of long sleeper buried-type crossover turnout railway roadbed casting methods |
CN110180999B (en) * | 2019-06-25 | 2020-10-02 | 遵义航天新力精密铸锻有限公司 | Positioning tool and method for positioning pipe fitting in sand casting cooling plate by using same |
DE202019003793U1 (en) * | 2019-09-13 | 2019-11-08 | Ed. Züblin Aktiengesellschaft | Frame for a track covering for a slab track and arrangement comprising a slab track and a track covering |
CN111676742B (en) * | 2020-01-13 | 2021-09-21 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Deviation rectifying method for CRTS III plate type ballastless track structure |
CN112127216B (en) * | 2020-09-30 | 2021-12-03 | 武汉理工大学 | Prefabricated assembly type asphalt substrate type ballastless track and construction method thereof |
JP7255887B2 (en) * | 2020-11-20 | 2023-04-11 | 株式会社佐藤工業所 | Side elastic material set jig |
CN112761034B (en) * | 2020-12-24 | 2022-08-09 | 成都市新筑路桥机械股份有限公司 | Fluid material pouring trolley |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1745747A (en) * | 1929-07-15 | 1930-02-04 | William P Day | Roadbed construction for railways |
US4793545A (en) * | 1987-07-14 | 1988-12-27 | Construction Polymers Company | Embedded track assembly |
DE4411889A1 (en) * | 1994-04-07 | 1995-10-12 | Hochtief Ag Hoch Tiefbauten | Ballastless track system for at least one railroad track and method of manufacture |
US5609294A (en) * | 1995-07-21 | 1997-03-11 | Lucas, Jr.; Joseph | Railroad track assembly and method |
FR2741090B1 (en) * | 1995-11-09 | 1998-01-30 | Allevard Sa | BALLAST-FREE RAILWAY CROSSING SLIPPERS |
DE202008008157U1 (en) * | 2008-06-18 | 2009-10-29 | Heilit + Woerner Bau Gmbh | Railway track, in particular for a tunnel or bridge area |
DE202009008366U1 (en) * | 2008-07-08 | 2009-08-20 | Heilit+Woerner Bau Gmbh | Railway track, in particular for a tunnel or bridge area |
DE202009008365U1 (en) * | 2009-06-17 | 2010-10-28 | Heilit+Woerner Bau Gmbh | Railway track, in particular for a tunnel or bridge area |
DE102010030275A1 (en) * | 2009-06-19 | 2011-03-10 | Ed. Züblin Ag | Device for enabling trafficability of fixed track in railway tunnel with rubber-tired emergency vehicle, has prefabricated parts adapted to sleepers in terms of shape and creating trafficable surface filled up with concrete up to level |
-
2010
- 2010-12-27 EP EP10197028A patent/EP2468954A1/en not_active Withdrawn
-
2011
- 2011-12-23 CA CA2822372A patent/CA2822372A1/en not_active Abandoned
- 2011-12-23 US US13/976,221 patent/US9157192B2/en active Active
- 2011-12-23 BR BR112013016308-9A patent/BR112013016308B1/en active IP Right Grant
- 2011-12-23 SG SG2013049226A patent/SG191362A1/en unknown
- 2011-12-23 RU RU2013134990/11A patent/RU2586101C2/en active
- 2011-12-23 KR KR1020137020016A patent/KR102011811B1/en active IP Right Grant
- 2011-12-23 PL PL11801759T patent/PL2659068T3/en unknown
- 2011-12-23 EP EP11801759.9A patent/EP2659068B1/en active Active
- 2011-12-23 WO PCT/EP2011/074024 patent/WO2012089697A1/en active Application Filing
- 2011-12-23 NO NO11801759A patent/NO2659068T3/no unknown
- 2011-12-23 PE PE2013001465A patent/PE20141221A1/en not_active Application Discontinuation
- 2011-12-23 AU AU2011351482A patent/AU2011351482B2/en not_active Ceased
Also Published As
Publication number | Publication date |
---|---|
EP2659068B1 (en) | 2018-01-31 |
BR112013016308A2 (en) | 2018-06-26 |
RU2013134990A (en) | 2015-02-10 |
PL2659068T3 (en) | 2018-07-31 |
KR20140020858A (en) | 2014-02-19 |
SG191362A1 (en) | 2013-08-30 |
PE20141221A1 (en) | 2014-09-12 |
KR102011811B1 (en) | 2019-08-19 |
EP2468954A1 (en) | 2012-06-27 |
RU2586101C2 (en) | 2016-06-10 |
NO2659068T3 (en) | 2018-06-30 |
WO2012089697A1 (en) | 2012-07-05 |
AU2011351482B2 (en) | 2017-04-13 |
BR112013016308B1 (en) | 2020-07-07 |
CA2822372A1 (en) | 2012-07-05 |
US20130277441A1 (en) | 2013-10-24 |
AU2011351482A1 (en) | 2013-07-11 |
US9157192B2 (en) | 2015-10-13 |
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