CN202107997U - Ballastless track structure on bridge - Google Patents
Ballastless track structure on bridge Download PDFInfo
- Publication number
- CN202107997U CN202107997U CN2011201625863U CN201120162586U CN202107997U CN 202107997 U CN202107997 U CN 202107997U CN 2011201625863 U CN2011201625863 U CN 2011201625863U CN 201120162586 U CN201120162586 U CN 201120162586U CN 202107997 U CN202107997 U CN 202107997U
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- bridge
- reinforced concrete
- bed board
- road bed
- ballastless track
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Abstract
Provided is a ballastless track structure on a bridge. The ballastless track structure can be applied to special long bridges for greatly lowering bridge track force, thereby keeping unity of a full-line track structure. A reinforced concrete base (30) is an integral structure formed by continuously pouring. A sliding layer platform (20) is arranged on the top of a bridge body (10), and a sliding layer (21) is laid on the sliding layer platform (20). A reinforced concrete road bridge board is formed by sectional road bridge boards (40) poured in place along the whole length direction of the bridge in sectional mode. Prefabricated sleeper assemblies (41) are embedded in the sectional road bridge boards (40). The reinforced concrete base (30) and the sectional road bridge boards (40) are connected through connecting members or by arranging locating structures. A fixing end of the bridge body (10) and the reinforced concrete base (30) are fixedly connected with the bridge body (10) through a connecting structure. The reinforced concrete base (30) and the sectional road boards (40) are crossed with the bridge and towards two sides of the bridge, and a limiting component is arranged on the bridge body (10) for limiting displacement along the cross bridge direction.
Description
Technical field
The utility model relates to ballastless track of high-speed railway, particularly a kind of ballastless track on bridge structure.
Background technology
Existing ballastless track on bridge structure is divided into vertical linking-board type, the unit is board-like and three kinds of two piece sleeper flush types; Wherein the unit is board-like adopts segmented base and track plate or road bed board with the double-block type ballastless track structure on bridge; 5～7m is provided with the shrinkage joint of a disconnection, and base and bridge are consolidated into one.Because bridge and rail are along with the active force of the variation generation of external conditions such as temperature; Can produce considerable influence each other; Therefore calculate under the situation about can't pass through in the inspection of gapless track beam rail active force at special long-span bridge, must adopt rail overlapping device to discharge the active force between the beam rail.The setting of rail overlapping device can have a strong impact on the stationarity and the comfortableness of driving again, and the speed that hinders train simultaneously promotes, so in the railroad track design, all avoid being provided with rail overlapping device as far as possible.And vertical linking-board type non-fragment orbit adopts beam rail isolating construction; Bridge is separated with the rail active force with the active force that conditions such as ambient temperature produce; Influencing each other between the beam rail can be reduced greatly, rail overlapping device can be cancelled thereby on the speciality bridge, lay.
But owing to indulge all more complicated of the design of linking-board type non-fragment orbit, construction technology; And investment is high than other non-fragment orbit structure; So present many rail tracks all adopt the double-block type ballastless track structure; Special long-span bridge (particularly mountain railway) is arranged in these circuits unavoidably, if still adopt double-block type ballastless track, then inevitably wanting the steel rail laying expansion and cotraction regulator or adopting has tiny fragments of stone, coal, etc. track structure.If only on a bridge, lay vertical linking-board type non-fragment orbit, all can bring many difficulties then for design, construction, operation maintenance, and increase bigger investment.
The utility model content
The utility model technical problem to be solved provides a kind of ballastless track on bridge structure, applies to the special bridge of growing up and can reduce beam rail active force greatly, keeps the unity of track structure completely.
It is following that the utility model solves the technical scheme that its technical problem adopted:
A kind of ballastless track on bridge structure of the utility model; From bottom to top comprise bridge beam body, reinforced concrete footing, steel concrete road bed board; It is characterized in that: said reinforced concrete footing is the overall structure along the continuous cast-in-place formation of overall length of bridge; The bridge beam body top is provided with the sliding layer platform, between reinforced concrete footing bottom surface and sliding layer platform end face, lays sliding layer; Said steel concrete road bed board is imbedded prefabricated sleeper member by constituting along the cast-in-place segmented road bed board that forms of overall length of bridge segmentation in segmented road bed board; Said reinforced concrete footing, segmented road bed board connect through connecting elements, perhaps are provided with location structure; The fixed end of said bridge beam body, reinforced concrete footing is fixed through syndeton and bridge beam body; Said reinforced concrete footing, bed board direction across bridge both sides, segmented road are provided with the spacing member that limits its direction across bridge displacement on bridge beam body.
The beneficial effect of the utility model is; Utilization both can reduce beam rail active force greatly on the special bridge of growing up; Keep the unity of track structure completely, make things convenient for design, construction and operation management greatly, can save construction investment than laying vertical linking-board type non-fragment orbit simultaneously.
Description of drawings
This manual comprises following ten width of cloth accompanying drawings:
Fig. 1 is the longitudinal section sketch map of the utility model embodiment 1;
Fig. 2 is the floor map of the utility model embodiment 1;
Fig. 3 is the floor map at the utility model bridge pier position;
Fig. 4 is the longitudinal section sketch map at the utility model bridge pier position;
Fig. 5 is the schematic cross-sectional view that the utility model adopts prefabricated double-block type sleeper member;
Fig. 6 is the schematic cross-sectional view that the utility model adopts prefabricated bolster member;
Fig. 7 is the schematic cross-sectional view that the utility model adopts prefabricated short pillow member;
Fig. 8 Fig. 1 is the longitudinal section sketch map of the utility model embodiment 2;
Fig. 9 is the floor map of the utility model embodiment 2;
Figure 10 is the schematic cross-sectional view of embodiment 2.
Component shown in the figure, toponym and pairing mark: bridge beam body 10, shearing teeth groove 11, rigid foam plate 12, side direction block 13, sliding layer platform 20, sliding layer 21, reinforced concrete footing 30, groove 31, connection pin 32, guide pin 33, segmented road bed board 40, prefabricated sleeper member 41, prefabricated double-block type sleeper member 41a, prefabricated bolster member 41b, prefabricated short pillow member 41c, boss 42, separation layer 50.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the utility model is further specified.
With reference to Fig. 1, a kind of ballastless track on bridge structure of the utility model from bottom to top comprises bridge beam body 10, reinforced concrete footing 30, steel concrete road bed board.See figures.1.and.2, said reinforced concrete footing 30 is the overall structure along the continuous cast-in-place formation of overall length of bridge, and bridge beam body 10 tops are provided with sliding layer platform 20, between reinforced concrete footing 30 bottom surfaces and sliding layer platform 20 end faces, lays sliding layer 21.Said steel concrete road bed board is imbedded prefabricated sleeper member 41 by constituting along the cast-in-place segmented road bed board 40 that forms of overall length of bridge segmentation in segmented road bed board 40.With reference to Fig. 9 and Figure 10, said reinforced concrete footing 30, segmented road bed board 40 connect through connecting elements, perhaps between reinforced concrete footing 30, segmented road bed board 40, are provided with location structure (with reference to Fig. 2 and Fig. 5).With reference to Fig. 3 and Fig. 4, the fixed end of said bridge beam body 10, reinforced concrete footing 30 is fixed through syndeton and bridge beam body 10.With reference to Fig. 2 and Fig. 9, said reinforced concrete footing 30, segmented road bed board 40 direction across bridge both sides are provided with the spacing member that limits its direction across bridge displacement on bridge beam body 10.The utility model combines vertical linking-board type non-fragment orbit beam rail isolating construction and the cast-in-place railway roadbed plate technique of double-block type ballastless track; With both reasonable combination; The road bed board of segmentation simultaneously can effectively be controlled the generation of cast-in-situ concrete crackle; Remove the longitudinal connected track plate and the mortar bed of vertical linking-board type non-fragment orbit, and double-block type ballastless track segmented understructure, a kind of new ballastless track on bridge structure formed.Utilization both can reduce beam rail active force greatly on the special bridge of growing up, and kept the unity of track structure completely, made things convenient for design, construction and operation management greatly, can save construction investment than laying vertical linking-board type non-fragment orbit simultaneously.
With reference to Fig. 1 and Fig. 5, be provided with separation layer 50 between the end face of said reinforced concrete footing 30 and the steel concrete road bed board.Separation layer 50 adopts materials such as geotextiles, does not influence each other when guaranteeing 30 concrete shrinkage of steel concrete road bed board and reinforced concrete footing, and the crackle that can effectively control cast-in-situ steel reinforced concrete base 30, steel concrete road bed board 40 produces.
By the embodiment 1 shown in Fig. 1, Fig. 2 and Fig. 5, Fig. 6, Fig. 7, reinforced concrete footing 30, steel concrete road bed board are fixedly connected with reference to figure.Said connecting elements is the connection pin 32 that is arranged on bed board 40 middle parts, segmented road, and segmented road bed board 40 forms firmly connection with reinforced concrete footing 30 through being connected pin 32.On position, fixedly install the guide pin 33 of longitudinal separation on the reinforced concrete footing 30 corresponding to bed board 40 two ends, segmented road; Have the axial clearance between segmented road bed board 40 and the guide pin 33, shrink when being convenient to segmented road bed board 40 with variations in temperature.By the embodiment 2 shown in Fig. 8, Fig. 9 and Figure 10, between reinforced concrete footing 30, the steel concrete road bed board location structure is set with reference to figure.Said location structure is included in the groove 31 that is provided with on the position of reinforced concrete footing 30 corresponding to bed board 40 two ends, segmented road; And, between groove 31 inwalls and boss 42 outer walls, be provided with resilient rubbber cushion by the protruding groove 31 formed boss 42 that extend under bed board 40 bottom surfaces, segmented road.
With reference to Fig. 2 and Fig. 9, said spacing member be along along bridge to the side direction block 13 that is provided with at interval, side direction block 13 and bridge beam body 10 are fixed to be one.With reference to Fig. 3 and Fig. 4, said syndeton is arranged on the shearing teeth groove 11 that bridge beam body 10 fixed end direction across bridge extend.Damage the reinforced concrete footing 30 at this position for the warpage of avoiding bridge beam body 10, can between the bottom surface of bridge beam body 10 and reinforced concrete footing 30, be provided with the rigid foam plate 12 of direction across bridge extension.With reference to Fig. 5, Fig. 6 and Fig. 7, the prefabricated sleeper member 41 in the utility model can be according to the circuit situation, can adopt among prefabricated double-block type sleeper member 41a, prefabricated bolster member 41b or the prefabricated short pillow member 41c any one.
Some principles of a kind of ballastless track on bridge structure of the above the utility model that just explains through diagrams; Be not be to the utility model be confined to shown in described concrete structure and the scope of application in; So every the modify and equivalent that might be utilized all belongs to the claim that the utility model is applied for.
Claims (8)
1. a ballastless track on bridge is constructed; From bottom to top comprise bridge beam body (10), reinforced concrete footing (30), steel concrete road bed board; It is characterized in that: said reinforced concrete footing (30) is the overall structure along the continuous cast-in-place formation of overall length of bridge; Bridge beam body (10) top is provided with sliding layer platform (20), between reinforced concrete footing (30) bottom surface and sliding layer platform (20) end face, lays sliding layer (21); Said steel concrete road bed board is imbedded prefabricated sleeper member (41) by constituting along the cast-in-place segmented road bed board (40) that forms of overall length of bridge segmentation in segmented road bed board (40); Said reinforced concrete footing (30), segmented road bed board (40) connect through connecting elements, perhaps are provided with location structure; The fixed end of said bridge beam body (10), reinforced concrete footing (30) is fixed through syndeton and bridge beam body (10); Said reinforced concrete footing (30), segmented road bed board (40) direction across bridge both sides are provided with the spacing member that limits its direction across bridge displacement on bridge beam body (10).
2. a kind of ballastless track on bridge structure as claimed in claim 1 is characterized in that: be provided with separation layer (50) between the end face of said reinforced concrete footing (30) and the steel concrete road bed board.
3. a kind of ballastless track on bridge structure as claimed in claim 1; It is characterized in that: said connecting elements is for being arranged on the connection pin (32) at segmented road bed board (40) middle part, and segmented road bed board (40) and reinforced concrete footing (30) are through being connected firmly connection of pin (32) formation; Reinforced concrete footing (30) is gone up the guide pin (33) that on the position corresponding to segmented road bed board (40) two ends, fixedly installs longitudinal separation, has the axial clearance between segmented road bed board (40) and the guide pin (33).
4. a kind of ballastless track on bridge structure as claimed in claim 1; It is characterized in that: said location structure is included in the groove (31) that is provided with on the position of reinforced concrete footing (30) corresponding to segmented road bed board (40) two ends; And, between groove (31) inwall and boss (42) outer wall, be provided with resilient rubbber cushion by the protruding formed boss of groove (31) (42) that extends under segmented road bed board (40) bottom surface.
5. a kind of ballastless track on bridge structure as claimed in claim 1 is characterized in that: the side direction block (13) of said spacing member for being provided with to the interval along suitable bridge, side direction block (13) is fixed with bridge beam body (10) to be one.
6. a kind of ballastless track on bridge structure as claimed in claim 1, it is characterized in that: said syndeton is arranged on the shearing teeth groove (11) that bridge beam body (10) fixed end direction across bridge extends.
7. ballastless track on bridge structure as claimed in claim 1 is characterized in that: the movable end of said bridge beam body (10) is provided with the rigid foam plate (12) that direction across bridge extends between the bottom surface of bridge beam body (10) and reinforced concrete footing (30).
8. like any described ballastless track on bridge structure of claim 1 to 7, it is characterized in that: said prefabricated sleeper member (41) is prefabricated double-block type sleeper member (41a), prefabricated bolster member (41b) or prefabricated short pillow member (41c).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201625863U CN202107997U (en) | 2011-05-20 | 2011-05-20 | Ballastless track structure on bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201625863U CN202107997U (en) | 2011-05-20 | 2011-05-20 | Ballastless track structure on bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202107997U true CN202107997U (en) | 2012-01-11 |
Family
ID=45433435
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201625863U Expired - Lifetime CN202107997U (en) | 2011-05-20 | 2011-05-20 | Ballastless track structure on bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202107997U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669114A (en) * | 2012-09-06 | 2014-03-26 | 隔而固(青岛)振动控制有限公司 | Ballast bed base prefabricated slab and application thereof |
| CN105113409A (en) * | 2015-09-25 | 2015-12-02 | 中铁第五勘察设计院集团有限公司 | Slab ballast-less track deck for emergency repair of steel beam |
| CN106988165A (en) * | 2017-04-10 | 2017-07-28 | 中铁二院工程集团有限责任公司 | A kind of track linear control method for multi-thread high-speed railway bridge |
| CN107363987A (en) * | 2017-09-05 | 2017-11-21 | 广西三维铁路轨道制造有限公司 | A kind of novel reinforced concrete base plate for assembled track plates |
| CN111877052A (en) * | 2020-08-11 | 2020-11-03 | 中铁第四勘察设计院集团有限公司 | Steel pipe concrete sleeper type ballastless track and construction method thereof |
| CN113089481A (en) * | 2021-05-06 | 2021-07-09 | 中国铁路设计集团有限公司 | Continuous track beam structure on high-speed magnetic levitation traffic large-span bridge |
| CN113931012A (en) * | 2021-11-10 | 2022-01-14 | 中铁第一勘察设计院集团有限公司 | Sliding ballastless track of large-span bridge beam end |
-
2011
- 2011-05-20 CN CN2011201625863U patent/CN202107997U/en not_active Expired - Lifetime
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669114A (en) * | 2012-09-06 | 2014-03-26 | 隔而固(青岛)振动控制有限公司 | Ballast bed base prefabricated slab and application thereof |
| CN103669114B (en) * | 2012-09-06 | 2015-07-22 | 隔而固(青岛)振动控制有限公司 | Ballast bed base prefabricated slab and application thereof |
| CN105113409A (en) * | 2015-09-25 | 2015-12-02 | 中铁第五勘察设计院集团有限公司 | Slab ballast-less track deck for emergency repair of steel beam |
| CN106988165A (en) * | 2017-04-10 | 2017-07-28 | 中铁二院工程集团有限责任公司 | A kind of track linear control method for multi-thread high-speed railway bridge |
| CN106988165B (en) * | 2017-04-10 | 2018-10-19 | 中铁二院工程集团有限责任公司 | A kind of track linear control method for multi-thread high-speed railway bridge |
| CN107363987A (en) * | 2017-09-05 | 2017-11-21 | 广西三维铁路轨道制造有限公司 | A kind of novel reinforced concrete base plate for assembled track plates |
| CN107363987B (en) * | 2017-09-05 | 2019-04-09 | 广西三维铁路轨道制造有限公司 | A kind of novel reinforced concrete base plate for assembled track plates |
| CN111877052A (en) * | 2020-08-11 | 2020-11-03 | 中铁第四勘察设计院集团有限公司 | Steel pipe concrete sleeper type ballastless track and construction method thereof |
| CN113089481A (en) * | 2021-05-06 | 2021-07-09 | 中国铁路设计集团有限公司 | Continuous track beam structure on high-speed magnetic levitation traffic large-span bridge |
| CN113931012A (en) * | 2021-11-10 | 2022-01-14 | 中铁第一勘察设计院集团有限公司 | Sliding ballastless track of large-span bridge beam end |
| CN113931012B (en) * | 2021-11-10 | 2023-03-21 | 中铁第一勘察设计院集团有限公司 | Sliding ballastless track at beam end of large-span bridge |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120111 |