CN101725090B - Curve type track slab with shoulder - Google Patents

Curve type track slab with shoulder Download PDF

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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
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China
Prior art keywords
track
curve
row
plate body
shoulder block
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Application number
CN2009102667362A
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Chinese (zh)
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CN101725090A (en
Inventor
钱振地
杜新立
周立新
王长留
李洪奇
田宝华
邱江
肖鸿章
马宁
王桂荣
沈德华
吴登银
鲁宁生
陈幼林
刘延龙
张忠
税卓平
林晓波
汪永进
郑红斌
谭斌
张天民
尹东辉
刘海涛
张玉光
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Railway 23rd Bureau Group Co Ltd
Second Engineering Co Ltd of China Railway 23rd Bureau Group Co Ltd
Fifth Engineering Co Ltd of China Railway 23rd Bureau Group Co Ltd
Eight Engineering Co Ltd of China Railway 23rd Bureau Group Co Ltd
Original Assignee
China Railway 23rd Bureau Group Co Ltd
Second Engineering Co Ltd of China Railway 23rd Bureau Group Co Ltd
Fifth Engineering Co Ltd of China Railway 23rd Bureau Group Co Ltd
Eight Engineering Co Ltd of China Railway 23rd Bureau Group Co Ltd
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Application filed by China Railway 23rd Bureau Group Co Ltd, Second Engineering Co Ltd of China Railway 23rd Bureau Group Co Ltd, Fifth Engineering Co Ltd of China Railway 23rd Bureau Group Co Ltd, Eight Engineering Co Ltd of China Railway 23rd Bureau Group Co Ltd filed Critical China Railway 23rd Bureau Group Co Ltd
Priority to CN2009102667362A priority Critical patent/CN101725090B/en
Publication of CN101725090A publication Critical patent/CN101725090A/en
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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

The shoulder block curve type track slab is arranged
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.
Embodiment 2
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.
CN2009102667362A 2009-12-31 2009-12-31 Curve type track slab with shoulder Active CN101725090B (en)

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)

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CN101725090A CN101725090A (en) 2010-06-09
CN101725090B true CN101725090B (en) 2012-01-04

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (6)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
Title
JP特开2001-254301A 2001.09.21

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