CN101725090B - Curve type track slab with shoulder - Google Patents
Curve type track slab with shoulder Download PDFInfo
- Publication number
- CN101725090B CN101725090B CN2009102667362A CN200910266736A CN101725090B CN 101725090 B CN101725090 B CN 101725090B CN 2009102667362 A CN2009102667362 A CN 2009102667362A CN 200910266736 A CN200910266736 A CN 200910266736A CN 101725090 B CN101725090 B CN 101725090B
- Authority
- CN
- China
- Prior art keywords
- track
- curve
- row
- plate body
- shoulder block
- 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.)
- Active
Links
Images
Landscapes
- Road Paving Structures (AREA)
Abstract
The invention discloses a curve type track slab with shoulder, belonging to the track slab technical field. The track slab comprises a track slab body, the end part of the track slab body is provided with a groove, the two rows of track-bearing table boards with shoulders are provided with track bottom slope of 1:38-42; the central line of two rows of embedded sleeves arranged on each track-bearing table with shoulder is in curve distribution along the horizontal direction of the track slab body, the horizontal projections of the curve and the central curve of steel rail are concentric circle curves. The invention can deviate the track-bearing table with shoulder along the width and height directions of the track slab according to design requirement, so as to meet the requirement of physical space line shape of track.
Description
Technical field
The present invention relates to a kind of track plate, especially relate to a kind of track plate of inter-city high-speed rail upper curve section track laying.
Background technology
Rail support groove and bed die on the desk-top railway plate die of existing support rail are integral structures; This structure is feasible for linear pattern track plate, but just no longer suitable for the circular curve type of inter-city high-speed rail upper curve section and easement curve type track plate.The circuit straightway of high-speed railway and the changeover portion between the circular curve segment are called the easement curve section, and the track plate of laying on this easement curve section is called easement curve type track plate; Having crossed the easement curve section is exactly the standard circular segment, and the track plate of laying on this standard circular segment is called circular curve type track plate.Because the curve radian of circuit is different, needed curve type track slab is also different, and especially the easement curve section requires to heighten outside support rail platform and satisfies superelevation and change the outer rail that causes and raise.
Summary of the invention
The objective of the invention is to: providing a kind of can have a shoulder block curve type track slab with what adapt to the linear needs of track real space with there being shoulder block support rail platform by designing requirement skew to take place along track plate width and short transverse.
Technical scheme of the present invention is: a kind of have a shoulder block curve type track slab, comprises track plate plate body, and two rows of said track plate have shoulder block support rail platform table top to be provided with 1: 38～1: 42 rail cant; Said every row has center line curved layout on track plate plate body horizontal direction of two row's service sleeves that shoulder block support rail platform is provided with, and this curve and rail center curve horizontal projection are the concentric circles curve.That is to say that every row has shoulder block support rail platform on track plate plate body, according to the orbital curve line style certain transversal displacement to be arranged.
Said every row has shoulder block support rail platform curved layout on track plate plate body thickness direction, and this curve and rail center curve vertical projection are the concentric circles curve.That is to say that every row has shoulder block support rail platform according to the orbital curve line style certain amount of heightening to be arranged in the short transverse of track plate plate body.
The corresponding bottom surface of said track plate plate body support rail platform longitudinal direction is embedded with at least two row's rectangle reinforcing bars, and rectangle reinforcing bar lower end is exposed to outside the track plate plate body.Make the track plate more reliable with being connected of roadbed.
Said track plate plate body bottom surface longitudinal direction respectively is embedded with row's rectangle reinforcing bar near the plate body marginal position.
The invention has the beneficial effects as follows: can be there being shoulder block support rail platform skew to take place to adapt to the linear needs of track real space by designing requirement along track plate width and short transverse.
Below in conjunction with the accompanying drawing and the specific embodiment the present invention is further specified.
Description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1;
Fig. 2 is the vertical view of Fig. 1;
Fig. 3 is the lateral view of Fig. 2;
Fig. 4 is the structural representation of the embodiment of the invention 2;
Wherein, Reference numeral is: 1 is track plate plate body, and 2 for there being shoulder block support rail platform, and 3 is rail cant, and 4 is rail center curve horizontal projection, and 5 is rail center curve vertical projection, and 6 is the rectangle reinforcing bar, and 7 is service sleeve.
The specific embodiment
Embodiment 1
To shown in Figure 3, a kind of have a shoulder block curve type track slab like Fig. 1, and also claiming has shoulder block circular curve type track plate, comprises track plate plate body 1, and two rows of said track plate 1 have shoulder block support rail platform 2 table tops to be provided with 1: 38～1: 42 rail cant 3; Said every row has center line curved layout on track plate plate body 1 horizontal direction of two row's service sleeves that shoulder block support rail platform 3 is provided with, and this curve and rail center curve horizontal projection 4 are the concentric circles curve.Said track plate plate body 1 bottom surface longitudinal direction respectively is embedded with row's rectangle reinforcing bar 6 near the plate body marginal position.
As shown in Figure 4, a kind of have a shoulder block curve type track slab, and also claiming has shoulder block easement curve type track plate, comprises track plate plate body 1, and two rows of said track plate 1 have shoulder block support rail platform 2 table tops to be provided with 1: 38～1: 42 rail cant 3; Said every row has center line curved layout on track plate plate body 1 horizontal direction of two row's service sleeves that shoulder block support rail platform 2 is provided with; This curve and rail center curve horizontal projection 4 are the concentric circles curve; Said every row has shoulder block support rail platform 2 curved layout on track plate plate body 1 thickness direction, and this curve and rail center curve vertical projection 5 are the concentric circles curve.Said track plate plate body 1 bottom surface longitudinal direction respectively is embedded with row's rectangle reinforcing bar 6 near the plate body marginal position.Present embodiment has been picture front view, vertical view is with embodiment 1 Fig. 2.
Disclosed all characteristics in this manual, or the step in disclosed all methods or the process except mutually exclusive characteristic and/or the step, all can make up by any way.
Disclosed arbitrary characteristic in this manual (comprising any accessory claim, summary and accompanying drawing) is only if special narration all can be replaced by other equivalences or the alternative features with similar purpose.That is, only if special narration, each characteristic is an example in a series of equivalences or the similar characteristics.
The above is merely preferred embodiment of the present invention, not in order to restriction the present invention, all any modifications of within spirit of the present invention and principle, being done, is equal to and replaces and improvement etc., all should be included within protection scope of the present invention.
Claims (3)
1. one kind has the shoulder block curve type track slab, comprises track plate plate body (1), it is characterized in that: two row's support rail platform (2) table tops of said track plate (1) are provided with 1: 38～1: 42 rail cant (3); Every row has center line curved layout on track plate plate body (1) horizontal direction of two row's service sleeves (7) that shoulder block support rail platform (2) is provided with; This curve and rail center curve horizontal projection (4) are the concentric circles curve; Said every row has shoulder block support rail platform (2) curved layout on track plate plate body (1) thickness direction, and this curve and rail center curve vertical projection (5) are the concentric circles curve.
2. according to claim 1 have a shoulder block curve type track slab, it is characterized in that: said track plate plate body (1) bottom surface longitudinal direction is embedded with at least two row's rectangle reinforcing bars (6), and rectangle reinforcing bar (6) lower end is exposed to outside the track plate plate body (1).
3. according to claim 2 have a shoulder block curve type track slab, it is characterized in that: said track plate plate body (1) bottom surface longitudinal direction respectively is embedded with row's rectangle reinforcing bar (6) near the plate body marginal position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009102667362A CN101725090B (en) | 2009-12-31 | 2009-12-31 | Curve type track slab with shoulder |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009102667362A CN101725090B (en) | 2009-12-31 | 2009-12-31 | Curve type track slab with shoulder |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101725090A CN101725090A (en) | 2010-06-09 |
| CN101725090B true CN101725090B (en) | 2012-01-04 |
Family
ID=42446590
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009102667362A Active CN101725090B (en) | 2009-12-31 | 2009-12-31 | Curve type track slab with shoulder |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101725090B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587223A (en) * | 2012-03-30 | 2012-07-18 | 中铁二十三局集团轨道交通工程有限公司 | Composite precast concrete rail plate |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2256904Y (en) * | 1995-07-24 | 1997-06-25 | 韩月东 | Sleeper |
| DE10004194A1 (en) * | 2000-02-01 | 2001-08-09 | Walter Heilit Verkehrswegebau | To lay rails of a permanent way at a concrete bridge an intermediate concrete slab with recessed zones is cast using sliding mold shells in an automated operation to be covered by the rail support slab |
| CN101148853A (en) * | 2007-09-04 | 2008-03-26 | 中铁二十三局集团有限公司 | Curved rail plate |
| CN201095715Y (en) * | 2007-09-04 | 2008-08-06 | 中铁二十三局集团有限公司 | Curved rail board with fending shoulder |
| CN101603281A (en) * | 2009-07-02 | 2009-12-16 | 中铁二院工程集团有限责任公司 | Integral ballastless track |
| CN201634957U (en) * | 2009-12-31 | 2010-11-17 | 中铁二十三局集团有限公司 | Curve track slab with shoulders |
-
2009
- 2009-12-31 CN CN2009102667362A patent/CN101725090B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2256904Y (en) * | 1995-07-24 | 1997-06-25 | 韩月东 | Sleeper |
| DE10004194A1 (en) * | 2000-02-01 | 2001-08-09 | Walter Heilit Verkehrswegebau | To lay rails of a permanent way at a concrete bridge an intermediate concrete slab with recessed zones is cast using sliding mold shells in an automated operation to be covered by the rail support slab |
| CN101148853A (en) * | 2007-09-04 | 2008-03-26 | 中铁二十三局集团有限公司 | Curved rail plate |
| CN201095715Y (en) * | 2007-09-04 | 2008-08-06 | 中铁二十三局集团有限公司 | Curved rail board with fending shoulder |
| CN101603281A (en) * | 2009-07-02 | 2009-12-16 | 中铁二院工程集团有限责任公司 | Integral ballastless track |
| CN201634957U (en) * | 2009-12-31 | 2010-11-17 | 中铁二十三局集团有限公司 | Curve track slab with shoulders |
Non-Patent Citations (1)
| Title |
|---|
| JP特开2001-254301A 2001.09.21 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101725090A (en) | 2010-06-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US9206556B2 (en) | Elevated frog and rail crossing track assembly | |
| CN111893819A (en) | A ballastless track dial connection structure for high-speed railway | |
| CN205024544U (en) | A embedded track system for in tunnel | |
| CN201634957U (en) | Curve track slab with shoulders | |
| TWI221868B (en) | Double sleeper for Getrac A3 fixed track | |
| CN101725090B (en) | Curve type track slab with shoulder | |
| DK151817B (en) | PROCEDURE FOR PREPARING A PLAN TRANSITION FOR A ROAD WHICH IT CROSSES A RAILWAY | |
| CN101115881B (en) | Level crossing | |
| CN105155364A (en) | Embedded track structure used in tunnel | |
| CN201459526U (en) | Non-shoulder dual-block concrete sleeper with rail cant | |
| CN202073037U (en) | Bridge ballastless track structure | |
| CN203700880U (en) | Floating type track bed turnout | |
| CN101758548B (en) | Easement curve type post-tensioned prestressing longitudinally-connected track slab mould | |
| CN101575832B (en) | High-speed switch assembly platform for ballast rail | |
| CN205077336U (en) | A embedded track structure for in tunnel | |
| KR20130022219A (en) | T tie for railroad | |
| CN102182119A (en) | Railway ballastless track spanning offline structural joint structure | |
| CN103603237B (en) | A kind of floating type railway roadbed track switch | |
| CN203007734U (en) | Partitioned base of ballastless track | |
| CN101760997B (en) | Longitudinally-connected track slab with shoulder | |
| JP2011047143A (en) | Automatic subsidence correction tie and automatic subsidence correction system | |
| CN202081348U (en) | Dot structure for ballastless railroad track to span below-the-line structural joint | |
| JP6236513B1 (en) | Replacement concrete sleeper construction method and replacement concrete sleeper | |
| CN205012158U (en) | Dull and stereotyped prefabricated track board of frame | |
| KR102335922B1 (en) | Rapid renewal rail turnout using module type panel for supporting straight stock rail temporary, and construction method for the same |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |