CN102296491A - Post-tensioned prestressed track board of non-ballast track - Google Patents
Post-tensioned prestressed track board of non-ballast track Download PDFInfo
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- CN102296491A CN102296491A CN2011101477705A CN201110147770A CN102296491A CN 102296491 A CN102296491 A CN 102296491A CN 2011101477705 A CN2011101477705 A CN 2011101477705A CN 201110147770 A CN201110147770 A CN 201110147770A CN 102296491 A CN102296491 A CN 102296491A
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Abstract
The invention discloses a post-tensioned prestressed track board of a non-ballast track, belonging to the technical field of the track board of the non-ballast track. The post-tensioned prestressed track board comprises a track board body; grooves are formed on the longitudinal end part of track board body; the grooves at the two ends of the track board body are symmetrically arranged relating to the horizontal central line of the track board body; post-tensioned prestressed steels are arranged in the track board body; a wrapping layer is arranged on the external surface of each post-tensioned longitudinal prestressed steel; the end part of each post-tensioned longitudinal prestressed steel is anchored on the end part of the track board body; the post-tensioned longitudinal prestressed steels are symmetrically arranged relative to the longitudinal central line of the track board body; as the lower part of the track board is filled with self-compacting concrete when the track board is used, intrinsic change of the structure stress system of the track board occurs; and compared with the original track board, horizontal post-tensioned prestressed steels are cancelled in the post-tensioned prestressed track board disclosed by the invention, thus saving raw materials, simplifying the manufacturing procedures, lowering the cost of the track board, more importantly, improving the rigidity of the track board and increasing the extensibility and the crack resistance of the track board.
Description
Technical field
The present invention relates to a kind of track plate that non-fragment orbit rail and fastener system thereof are installed, especially relate to the novel track plate of using on a kind of non-fragment orbit.
Background technology
The non-fragment orbit that adopts all is provided with horizontal and vertical prestressed reinforcement (as shown in Figure 1) with the inside prestressed reinforcement of track plate at present, longitudinal prestressing reinforcing bar 1 ' among Fig. 1 is installed on vertical anchor recess hole 2 ' of plate body longitudinal terminal surface, transverse prestressed reinforcing steel bar 4 ' is installed on the horizontal anchor recess hole 3 ' of plate body transverse end surface, horizontal and vertical reinforcing bar layered arrangement makes that the stress layout of plate body is even, thereby improves the rigidity of plate body.But find by engineering practice, when installing at the track plate, supporting bed between track plate and the roadbed was replaced by after the better self-compacting concrete of performance by former emulsified asphalt slurry, make supporting bed form composite plate structure with the track plate, cause the rigidity of composite plate itself to increase, thereby influence the application life of track plate.
Summary of the invention
The purpose of this invention is to provide a kind of simple in structurely, construction speed is fast; Good endurance, longer service life, the non-fragment orbit post-tensioned prestressing track plate that cost is lower.
Technical scheme of the present invention is: a kind of non-fragment orbit post-tensioned prestressing track plate, comprise track plate plate body, track plate plate body longitudinal end is provided with groove, the groove at described plate body two ends is symmetrical arranged about the cross central line of plate body, be provided with posttension longitudinal prestressing reinforcing bar in the described plate body, described posttension longitudinal prestressing reinforcing bar external surface is provided with integument, the end anchorage of described posttension longitudinal prestressing reinforcing bar is in the plate body end, and described posttension longitudinal prestressing reinforcing bar is symmetrical arranged with respect to the plate body longitudinal centre line.
The posttension longitudinal prestressing reinforcing bar that the present invention adopts refers to when the track plate is made, and the prestressed reinforcement outside is coated with integument; And then the track plate carried out concreting, maintenance or the like, the effect of integument is to make the small space of formation between concrete and the prestressed reinforcement, be convenient to the stretch-draw in the subsequent handling, treat that the track plate completes after, just formed micro gap between concrete and the prestressed reinforcement; At last prestressed reinforcement is carried out stretch-draw, anchoring and sealing off and covering anchorage, its stretch-draw, anchoring and sealing off and covering anchorage technology adopt existing technological means to realize.According to test, the thickness of described integument is preferably 0.1～0.5mm.So both be convenient to just form micro gap between concrete and the prestressed reinforcement, and then helped the stretch-draw of prestressed reinforcement.
Need to prove, it vertically also is that the track plate gets on the right track the bearing of trend of circuit for vertically that the present invention is made as the direction of the rail installed on the track plate, the longitudinal centre line of described track plate plate body is meant along the center line of plate face longitudinal direction, this center line and track circuit central lines.The direction vertical with rail is that laterally described plate body cross central line is meant that along the center line of plate face horizontal direction, this center line is vertical with the track circuit center line on the track plate.
When the groove number of plate body of the present invention end was one, described groove was located at the middle part of plate body longitudinal terminal surface; When the groove number of described plate body end was two, described two grooves were symmetrical arranged with respect to the plate body longitudinal centre line.This structure makes on the track plate plate body performance unanimity longitudinally.
Be embedded with shear device on the groove of the present invention, this shear device comprises junction plate, junction plate one side is fixed with embedded bar, the junction plate opposite side is fixed with shear plate, wherein, described embedded bar and junction plate are embedded in the track board concrete in advance, and the one side that described junction plate is connected with shear plate exposes to described bottom portion of groove, and described shear plate exposes to track plate end; Described shear plate one side at least is provided with tooth, and the teeth groove direction of described tooth is vertical with junction plate, also is provided with at least one connecting hole on the described shear plate.The purpose of described shear device is that each track plate head and the tail are coupled together in turn, can guarantee longitudinal-connecting type track slab shear stress on the roadbed effective transmission, be distributed on the adjacent track plate, effectively reduce train wheel to the effect of the alternating stresses that forms, prevent to be fractureed because of subgrade settlement causes track plate end to track plate end.Change in displacement when each track plate of non-fragment orbit expands with heat and contract with cold by connecting the stress that transmits circuit between the longitudinal reinforcement separately, can't overcoming the track plate in the prior art can not reduce the effect of normal pressure to track plate end.
Described embedded bar is a U shaped steel muscle.Make be connected between embedded bar and the track board concrete more firm.
The end of described U shaped steel muscle is outwardly-bent.This structure has further been strengthened closely being connected between embedded bar and the track board concrete.
Described embedded bar adopts hot rolled ribbed steel bar.Hot rolled ribbed steel bar can be so that reinforcing bar be tightr with combining of plate body inner concrete.
Described connecting hole is a bar hole.Connecting hole on the shear plate adopts the structure of bar hole, can regulate when being convenient to the shear plate engagement of two track plates.
Described embedded bar is fixed on junction plate one side with welding manner, and described shear plate is fixed on the junction plate opposite side with welding manner.Adopt this mode that is connected to make that connection is more reliable.
The support rail position respectively is provided with a row above the described track plate plate body a grade shoulder cushion cap, and described two rows have a grade shoulder cushion cap to be symmetrical arranged about the plate body longitudinal centre line.Described have a grade shoulder cushion cap to be used for installing rail and fastener system thereof, and this symmetrical structure helps the application life of plate body and the security of operation of locomotive.
Described track plate plate body bottom surface is embedded with at least two row's rectangle reinforcing bars along the longitudinal direction, and rectangle reinforcing bar lower end is exposed to outside the track plate plate body.It is outward that the track plate forms the structure that is equivalent to composite plate with supporting bed for the ease of combining closely between track construction process middle orbit plate and the supporting bed self-compacting concrete below it that rectangle reinforcing bar lower end is exposed to track plate plate body.
Described every row's rectangle reinforcing bar is along close plate body longitudinal edge positional alignment.Make the track plate with its under the self-compacting concrete supporting bed combine tightr, more firm.
The longitudinal length of described track plate is 5350mm, 4856mm, 5600mm.
Described integument adopts high-density polyethylene material.In general, select for use the density of pe scope to be not less than 0.948g/cm for its density
3
Need to prove, track plate about non-fragment orbit has obtained using widely, these track plates all have transverse prestressed reinforcing steel bar and longitudinal prestressing reinforcing bar, after the self-compacting concrete supporting bed of track plate and its underpart forms complex, make that the rigidity of composite orbit plated construction is excessive.Contribution of the present invention is to remain on suitable scope for the rigidity with track, cancelled transverse prestressed reinforcing steel bar, after the self-compacting concrete supporting bed of this track plate and its underpart forms complex, the rigidity of track reaches designing requirement, and other performance parameters of plate body adhere to specification.The cancellation transverse prestressed reinforcing steel bar has reduced operation, improves the make efficiency of track plate, and amount of reinforcement reduces simultaneously, has reduced cost of manufacture.
Technique effect of the present invention is: cancelled transverse prestressed reinforcing steel bar, saved raw material, also simplified the operation of making simultaneously; The more important thing is the rigidity of having improved the track plate, increased vertical ductility of track plate.
Description of drawings
The present invention will illustrate by example and with reference to the mode of accompanying drawing, wherein:
Fig. 1 is the structural representation that prestressed reinforcement is arranged in the existing track plate;
Fig. 2 is a structural representation of the present invention;
Fig. 3 is the vertical view of Fig. 2;
Fig. 4 is the B-B sectional view of Fig. 3;
Fig. 5 is the prestressed reinforcement arrangement schematic diagram of Fig. 3;
Fig. 6 is a shear device structural representation among Fig. 2;
Fig. 7 is the vertical view of Fig. 6;
Fig. 8 is the A-A partial sectional view of Fig. 6;
Wherein, Reference numeral is: among Fig. 1,1 ' is the longitudinal prestressing reinforcing bar, and 2 ' is vertical anchor recess hole, and 4 ' is transverse prestressed reinforcing steel bar, and 3 ' is horizontal anchor recess hole;
Among Fig. 2 to Fig. 8,1 is plate body, and 1-1 is the plate body cross central line, 1-2 is the plate body longitudinal centre line, and 2 are posttension longitudinal prestressing reinforcing bar, and 3 is groove, 4 is junction plate, and 5 is embedded bar, and 6 is shear plate, 7 is tooth, and 7-1 is a teeth groove, and 7-2 is a tooth top, 8 is connecting hole, and 9 is the rectangle reinforcing bar, and 10 for there being a grade shoulder cushion cap, 11 is installing hole, and 12 is integument, and 13 is the anchor recess hole.
The specific embodiment
Disclosed all features in this manual, or the step in disclosed all methods or the process except mutually exclusive feature and/or step, all can make up by any way.
Disclosed arbitrary feature in this manual (comprising any accessory claim, summary and accompanying drawing) is unless special narration all can be replaced by other equivalences or the alternative features with similar purpose.That is, unless special narration, each feature is an example in a series of equivalences or the similar characteristics.
Extremely shown in Figure 8 as Fig. 2, a kind of non-fragment orbit post-tensioned prestressing track plate, comprise track plate plate body 1, track plate plate body 1 longitudinal end is provided with groove 3, the groove 3 at described plate body two ends is symmetrical arranged about the cross central line of plate body, be provided with posttension longitudinal prestressing reinforcing bar 2 in the described plate body 1, described posttension longitudinal prestressing reinforcing bar 2 external surfaces are provided with integument 12, the end anchorage of described posttension longitudinal prestressing reinforcing bar 2 is in the anchor recess hole 13 of plate body 1 end, and described posttension longitudinal prestressing reinforcing bar 2 is symmetrical arranged with respect to the plate body longitudinal centre line.
Be provided with posttension longitudinal prestressing reinforcing bar 2 in the described plate body 1, posttension longitudinal prestressing reinforcing bar 2 outsides are coated with integument 12, and described integument adopts high-density polyethylene material.In general, select for use the density of pe scope to be not less than 0.948g/cm for its density
3, the thickness of integument is preferably 0.1～0.5mm.Described elder generation opens longitudinal prestressing reinforcing bar 2 and is symmetrical arranged with respect to the plate body longitudinal centre line, has contactless between the concrete in described posttension longitudinal prestressing reinforcing bar 2 and the plate body 1.
Be embedded with shear device on the described groove 3, this shear device comprises junction plate 4, junction plate 4 one sides adopt welding manner to be fixed with embedded bar 5, embedded bar 5 is a U shaped steel muscle, the end of U shaped steel muscle is outwardly-bent, embedded bar 5 adopts hot rolled ribbed steel bar, and this structure of embedded bar is to be convenient to combine tightr with the plate body concrete; Junction plate 4 opposite sides adopt welding manner to be fixed with shear plate 6, wherein, described embedded bar 5 and junction plate 4 are embedded in track plate 1 concrete in advance, and the one side that described junction plate 4 is connected with shear plate 6 exposes to described groove 3 bottoms, described shear plate 6 exposes to track plate 1 end, is for the vertical connection between the adjacent orbit plate; Described shear plate 6 one sides are provided with tooth 7, the teeth groove direction of described tooth 7 is vertical with junction plate 4, when variations in temperature occurring, when longitudinal-connecting type track slab expands with heat and contract with cold, the tooth that engagement is vertically arranged because of the shear plate of adjacent longitudinal-connecting type track slab, this tooth can slide along the teeth groove direction, thereby the reliability that connects between the assurance track plate, the teeth groove 7-1 of tooth 7 is a V-type, tooth top 7-2 is the plane, also is provided with two connecting holes 8 on the described shear plate 6, and this connecting hole adopts bar hole, shear device is installed on the railway plate die when making for the ease of the track plate, also is provided with installing hole 11 on the junction plate.
Being provided with two rows above the described track plate plate body 1 has a grade shoulder cushion cap 10, and every row's cushion cap is positioned at the support rail position above the track plate, and described two rows have a grade shoulder cushion cap 10 to be symmetrical arranged about the plate body longitudinal centre line.It is to be used for installing rail that grade effect of shoulder cushion cap is arranged.
Described track plate plate body 1 bottom surface marginal position along the longitudinal direction respectively is embedded with row's rectangle reinforcing bar 9, and rectangle reinforcing bar 9 lower ends are exposed to outside the track plate plate body 1.It is that self-compacting concrete for the supporting bed below the track plate is closely linked that described rectangle reinforcing bar 9 lower ends are exposed to track plate plate body 1 outer.
The longitudinal length of the plate of track described in the present embodiment is 5350mm, and also can select length as required is 4856mm, or 5600mm, the perhaps length of other permissions.
Need to prove that the groove number of described plate body end also can be one, at this moment, described groove is located at the middle part of plate body two longitudinal terminal surfaces.
The present invention is not limited to the aforesaid specific embodiment.The present invention expands to any new feature or any new combination that discloses in this manual, and the arbitrary new method that discloses or step or any new combination of process.
Claims (14)
1. non-fragment orbit post-tensioned prestressing track plate, comprise track plate plate body (1), track plate plate body (1) longitudinal end is provided with groove (3), the groove (3) at described plate body two ends is symmetrical arranged about the cross central line of plate body, it is characterized in that, be provided with posttension longitudinal prestressing reinforcing bar (2) in the described plate body (1), described posttension longitudinal prestressing reinforcing bar (2) external surface is provided with integument (12), the end anchorage of described posttension longitudinal prestressing reinforcing bar (2) is in plate body (1) end, and described posttension longitudinal prestressing reinforcing bar (2) is symmetrical arranged with respect to the plate body longitudinal centre line.
2. a kind of non-fragment orbit post-tensioned prestressing track plate according to claim 1 is characterized in that when groove (3) number of described plate body end was one, described groove (3) was located at the middle part of plate body longitudinal terminal surface; When groove (3) number of described plate body end was two, described two grooves (3) were symmetrical arranged with respect to the plate body longitudinal centre line.
3. a kind of non-fragment orbit post-tensioned prestressing track plate according to claim 2, it is characterized in that, described groove is embedded with shear device on (3), this shear device comprises junction plate (4), junction plate (4) one sides are fixed with embedded bar (5), junction plate (4) opposite side is fixed with shear plate (6), wherein, described embedded bar (5) and junction plate (4) are embedded in track plate (1) concrete in advance, and the one side that described junction plate (4) is connected with shear plate (6) exposes to described groove (3) bottom, and described shear plate (6) exposes to track plate (1) end; Described shear plate (6) one side at least is provided with tooth (7), and the teeth groove direction of described tooth (7) is vertical with junction plate (4), also is provided with at least one connecting hole (8) on the described shear plate (6).
4. a kind of non-fragment orbit post-tensioned prestressing track plate according to claim 3, it is characterized in that: described embedded bar (5) is a U shaped steel muscle.
5. a kind of non-fragment orbit post-tensioned prestressing track plate according to claim 4, it is characterized in that: the end of described U shaped steel muscle is outwardly-bent.
6. a kind of non-fragment orbit post-tensioned prestressing track plate according to claim 5 is characterized in that: described embedded bar (5) adopts hot rolled ribbed steel bar.
7. a kind of non-fragment orbit post-tensioned prestressing track plate according to claim 6, it is characterized in that: described connecting hole (8) is a bar hole.
8. a kind of non-fragment orbit post-tensioned prestressing track plate according to claim 7, it is characterized in that: described embedded bar (5) is fixed on junction plate (4) one sides with welding manner, and described shear plate (6) is fixed on junction plate (4) opposite side with welding manner.
9. according to any described a kind of non-fragment orbit post-tensioned prestressing track plate of claim 1 to 8, it is characterized in that: the support rail position respectively is provided with a row above the described track plate plate body (1) a grade shoulder cushion cap (10), and described two rows have a grade shoulder cushion cap (10) to be symmetrical arranged about the plate body longitudinal centre line.
10. a kind of non-fragment orbit post-tensioned prestressing track plate according to claim 9, it is characterized in that: described track plate plate body (1) bottom surface is embedded with at least two row's rectangle reinforcing bars (9) along the longitudinal direction, and rectangle reinforcing bar (9) lower end is exposed to outside the track plate plate body (1).
11. a kind of non-fragment orbit post-tensioned prestressing track plate according to claim 10 is characterized in that: described every row's rectangle reinforcing bar (9) is along close plate body longitudinal edge positional alignment.
12. a kind of non-fragment orbit post-tensioned prestressing track plate according to claim 11, it is characterized in that: the longitudinal length of described track plate is 5350mm, or 4856mm, or 5600mm.
13. a kind of non-fragment orbit post-tensioned prestressing track plate according to claim 12 is characterized in that: described integument (12) adopts high-density polyethylene material.
14. a kind of non-fragment orbit post-tensioned prestressing track plate according to claim 13, it is characterized in that: its density of pe scope is: density is not less than 0.948g/cm
3
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011101477705A CN102296491A (en) | 2011-06-02 | 2011-06-02 | Post-tensioned prestressed track board of non-ballast track |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011101477705A CN102296491A (en) | 2011-06-02 | 2011-06-02 | Post-tensioned prestressed track board of non-ballast track |
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| CN102296491A true CN102296491A (en) | 2011-12-28 |
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| CN2011101477705A Pending CN102296491A (en) | 2011-06-02 | 2011-06-02 | Post-tensioned prestressed track board of non-ballast track |
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Cited By (2)
| 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 |
| CN110184914A (en) * | 2019-06-25 | 2019-08-30 | 成都天府轨谷科技有限公司 | A kind of vertical connecting plate girder construction and production method |
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| DE20003709U1 (en) * | 2000-02-29 | 2000-08-03 | Pfleiderer Infrastrukturtechnik GmbH & Co. KG, 92318 Neumarkt | Concrete sleeper for a solid rail track |
| CN1851128A (en) * | 2006-04-27 | 2006-10-25 | 中铁八局集团有限公司 | Longitudinal prestress track plate |
| CN101280542A (en) * | 2008-05-10 | 2008-10-08 | 沙同庆 | Coal mine narrow gauge railway monolithic road-bed |
| CN201305795Y (en) * | 2008-11-28 | 2009-09-09 | 中铁二十三局集团有限公司 | Rail board |
| CN201506941U (en) * | 2009-08-27 | 2010-06-16 | 周立新 | Unit-type track plate longitudinal connecting structure of rear expansion way plate-type ballastless track |
| CN201634956U (en) * | 2009-12-31 | 2010-11-17 | 中铁二十三局集团有限公司 | Longitudinally-connected track slab with shoulders |
| CN202107952U (en) * | 2011-06-02 | 2012-01-11 | 中铁二十三局集团有限公司 | Post tensioned prestressed track slab of ballastless track |
-
2011
- 2011-06-02 CN CN2011101477705A patent/CN102296491A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE20003709U1 (en) * | 2000-02-29 | 2000-08-03 | Pfleiderer Infrastrukturtechnik GmbH & Co. KG, 92318 Neumarkt | Concrete sleeper for a solid rail track |
| CN1851128A (en) * | 2006-04-27 | 2006-10-25 | 中铁八局集团有限公司 | Longitudinal prestress track plate |
| CN101280542A (en) * | 2008-05-10 | 2008-10-08 | 沙同庆 | Coal mine narrow gauge railway monolithic road-bed |
| CN201305795Y (en) * | 2008-11-28 | 2009-09-09 | 中铁二十三局集团有限公司 | Rail board |
| CN201506941U (en) * | 2009-08-27 | 2010-06-16 | 周立新 | Unit-type track plate longitudinal connecting structure of rear expansion way plate-type ballastless track |
| CN201634956U (en) * | 2009-12-31 | 2010-11-17 | 中铁二十三局集团有限公司 | Longitudinally-connected track slab with shoulders |
| CN202107952U (en) * | 2011-06-02 | 2012-01-11 | 中铁二十三局集团有限公司 | Post tensioned prestressed track slab of ballastless track |
Cited By (2)
| 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 |
| CN110184914A (en) * | 2019-06-25 | 2019-08-30 | 成都天府轨谷科技有限公司 | A kind of vertical connecting plate girder construction and production method |
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Application publication date: 20111228 |