CN2758309Y - Prestressed concrete rail board - Google Patents
Prestressed concrete rail board Download PDFInfo
- Publication number
- CN2758309Y CN2758309Y CN 200520032735 CN200520032735U CN2758309Y CN 2758309 Y CN2758309 Y CN 2758309Y CN 200520032735 CN200520032735 CN 200520032735 CN 200520032735 U CN200520032735 U CN 200520032735U CN 2758309 Y CN2758309 Y CN 2758309Y
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- prestressed concrete
- board
- concrete railway
- railway board
- rail board
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Abstract
The utility model discloses a prestressed concrete rail board which is suitable for being used on high-speed line ballastless rails. The prestressed concrete rail board is in a rectangular shape, and reinforced bars are arranged in the utility model. The prestressed concrete rail board is tensioned backwards in a length direction and a width direction, and two semicircular notches are formed in the length direction. An insulating strip and a lifting nut are arranged on the rail board and fixedly connected with the rail board. At least one mortar pouring hole which penetrates through a board surface is arranged on the board surface of the bidirectional prestressed concrete rail board. A longitudinal single-hole anchoring backing board and a transversal double-hole anchoring backing board are respectively arranged around the rail board. Both ends of a longitudinal reinforced bar are connected with a longitudinal double-hole anchoring backing board, and both ends of a transversal reinforced bar are connected with a transversal single-hole anchoring backing board. The utility model has the characteristics of high smoothness, high durability and high reliability. The insulating treatment of the reinforced bars in the rail board avoids the phenomenon that a loop circuit is formed in the rail board. The utility model can meet all kinds of technical requirements to increase the speed of trains in China, and has an advising function for railways in China to realize the international railway advanced stage.
Description
Technical field
The utility model relates to the high speed railway track technical field, relates to a kind of double prestressed concrete track plate that is applicable to the high speed rail non-slag track specifically.
Background technology
At present, China railways generally adopts ballasted track, and ballasted track is lax gradually by railway roadbed repeatedly because of train, smooth-going degree variation, and maintenance activity is big, and needed workload of maintenance and time obstruction railway speed increase development.The domestic track structure that also has the examination shop to be close to no circuit maintenance activity, but because of the operating expenses height, speed of application is slow, and substructure is in case reasons such as distortion trimming difficulty also only limit to some special locations.
Ballasted track because of train repeatedly by making railway roadbed lax gradually, it is smooth-going to cause walking rails to lose, the line maintenance operation is many, along with railway speed increase, maintenance activity increases and shorten maintenance time at interval, and maintenance difficulty strengthens, so ballasted track is not suitable for the requirement of high-speed railway.Ballastless track provides a kind of intimate no circuit maintenance activity, has the track structure of high ride, high-durability, high reliability; At the communicating requirement of high-speed railway, under various weather conditions, the rail impedance on the track structure requires enough big.
It is the plate-type slag-free orbit of target that Central Japan Railway begins one's study with few maintenance from nineteen sixty-five, through the examination shop, several places on the rapid transit railway of national the Shinkansen, 1970 in the adret the Shinkansen first a large amount of constructions achieve success.Under study for action as plate-type slag-free orbit key technology---shock-absorbing type and multiple type track plate, elastic adjusting layer material (CA mortar) are used widely.Through the experimental studies in more than 30 years and examination shop, Central Japan Railway has accumulated rich practice experience, in recent years again according to its different service condition, as: warm area, cold district, coastline, vibration damping section, field patch etc., develop various CA mortar prescription and packing material, and corresponding method for testing performance, construction technology etc. have been proposed, use in the all-round popularization of Japanese the Shinkansen for the slab track structure and laid solid technical foundation.
Technology contents
Goal of the invention of the present utility model is intended to overcome above-mentioned prior art defective, a kind of existing ballastless track that is different from is provided, and rail impedance can satisfy the prestressed concrete railway board that the train speed per hour is the ballastless track of 350km/h line traffic under the rainstorm weather situation.
Goal of the invention of the present utility model is achieved by the following technical programs: prestressed concrete railway board, be cuboid, inside is provided with reinforcing bar, this prestressed concrete railway board is in length and the two-way posttension of width, length direction has two semicircle breach, also be provided with insulating trip and lifting nut on this track plate, insulating trip and lifting nut and track plate are connected, double prestressed concrete track plate plate face is provided with the mortar injection hole of at least one run-through board face, around the track plate, also be respectively arranged with vertical diplopore anchor plate and horizontal single hole anchor plate, the longitudinal reinforcement two ends link to each other with vertical diplopore anchor plate, and the transverse reinforcement two ends link to each other with horizontal single hole anchor plate.
The plate face of this prestressed concrete railway board is provided with the parallel boss of two row.
The distance of central point is a standard gauge between the parallel corresponding every pair of boss of described two row.
On the lifting nut, be connected with hanging hook.
The rebar surface that is connected with single, double hole anchor plate that is arranged in the prestressed concrete railway board has insulating layer, and this insulating layer closely wraps up reinforcing bar.
The insulating layer on the surface of described longitudinal reinforcement is an ambroin.
The mortar injection hole number is a plurality of, lays respectively at prestressed concrete railway board length direction center line both sides.
The mortar injection hole number is a plurality of, lays respectively on the prestressed concrete railway board length direction center line.
Described ambroin conduit pre-buried position on prestressed concrete railway board is arranged on every one steel rail both sides, and evenly distributes.
Ambroin conduit top seal.
The utility model compared with prior art has following positive effect: this prestressed concrete railway board is applicable to that speed per hour is the 350km/h high-speed line, have high ride, high-durability, high reliability characteristics, so this structure can satisfy the each side technical requirements of China railways speed-raising, particularly the insulation processing of this track intralamellar part reinforcing bar avoids the track intralamellar part to form circuit loop, the track plate insulation performance is good, can satisfy high-speed railway and adopt the rail communicating requirement, generally speaking, science, reasonable, economic, practical has the very high use value of applying; This prestressed concrete railway board has directive function for China railways reaches the international railway advanced level.
Description of drawings
Fig. 1: structural representation of the present utility model;
Fig. 2: inner bar construction schematic diagram of the present utility model;
Fig. 3: structural representation of the present utility model;
Fig. 4: lateral view of the present utility model;
Among the figure, label 1 semicircle breach, 2 insulating trips, 3 lifting nuts, 4 mortar injection holes, 5 vertical diplopore anchor plates, 6 horizontal single hole anchor plates, 7 boss, 8 hanging hooks, 9 reinforcing bars.
The specific embodiment
Embodiment 1: prestressed concrete railway board, be cuboid, this prestressed concrete railway board is in the two-way posttension of length direction, form two semicircle breach 1, also be provided with ambroin conduit 2 and lifting nut 3 on this track plate, insulating trip 2 is ambroin conduits of top seal, ambroin conduit 2 and lifting nut 3 are connected with the track plate, on lifting nut 3, be connected with hanging hook 8, double prestressed concrete track plate plate face is provided with the CA mortar injection hole 4 of 4 run-through board faces, around the track plate, also be respectively arranged with vertical diplopore anchor plate 5 and horizontal single hole anchor plate 6, longitudinal reinforcement 9 two ends link to each other with vertical diplopore anchor plate 5, and transverse reinforcement 9 two ends link to each other with horizontal single hole anchor plate 6; There is insulating layer on reinforcing bar 9 surfaces that are connected with single, double hole anchor plate 5,6 that are arranged in the prestressed concrete railway board, insulating layer is an ambroin, this insulating layer closely wraps up reinforcing bar 9, the plate face of this prestressed concrete railway board is provided with the parallel boss 7 of two row, and the distance of central point is a standard gauge between the parallel and corresponding every pair of boss 7 of described two row.
Claims (8)
1, a kind of prestressed concrete railway board, be cuboid, inside is provided with reinforcing bar, it is characterized in that: this prestressed concrete railway board is in length and the two-way posttension of width, there are two semicircle breach at the length direction both ends, also be provided with insulation sleeve and lifting nut on this track plate, insulation sleeve and lifting nut and track plate are connected, track plate plate face is provided with the mortar injection hole of at least one run-through board face, around the track plate, also be respectively arranged with vertical diplopore anchor plate and horizontal single hole anchor plate, the longitudinal reinforcement two ends link to each other with vertical diplopore anchor plate, the transverse reinforcement two ends link to each other with horizontal single hole anchor plate, with list, the surface of the reinforcing bar that the diplopore anchor plate connects also has insulating layer, and this insulating layer closely is connected with reinforcing bar.
2, according to the described prestressed concrete railway board of claim 1, it is characterized in that: the plate face of this prestressed concrete railway board is provided with the parallel boss of two row.
3, according to the described prestressed concrete railway board of claim 2, it is characterized in that: the distance of central point is a standard gauge between the parallel corresponding every pair of boss of described two row.
4, according to the described prestressed concrete railway board of claim 1, it is characterized in that: on the lifting nut, be connected with hanging hook.
5, according to the described prestressed concrete railway board of claim 5, it is characterized in that: the insulating layer on the surface of described reinforcing bar is a coatings.
6, according to the described prestressed concrete railway board of claim 1, it is characterized in that: the mortar injection hole number is a plurality of, lays respectively at prestressed concrete railway board length direction center line both sides.
7, according to the described prestressed concrete railway board of claim 1, it is characterized in that: the mortar injection hole number is a plurality of, lays respectively on the prestressed concrete railway board length direction center line.
8, according to the described prestressed concrete railway board of claim 1, it is characterized in that: described insulation sleeve pre-buried position on prestressed concrete railway board and evenly distributes every rail both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520032735 CN2758309Y (en) | 2005-01-07 | 2005-01-07 | Prestressed concrete rail board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520032735 CN2758309Y (en) | 2005-01-07 | 2005-01-07 | Prestressed concrete rail board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2758309Y true CN2758309Y (en) | 2006-02-15 |
Family
ID=36078453
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200520032735 Expired - Fee Related CN2758309Y (en) | 2005-01-07 | 2005-01-07 | Prestressed concrete rail board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2758309Y (en) |
Cited By (7)
| 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 |
| CN102605683A (en) * | 2012-04-01 | 2012-07-25 | 中国铁道科学研究院铁道建筑研究所 | Integral insulation concrete track plate and preparation technology thereof |
| CN102619146A (en) * | 2011-01-28 | 2012-08-01 | 中铁二十三局集团有限公司 | Turnout slab adopting bidirectional post-tensioning prestress structure for ballastless track |
| CN105421157A (en) * | 2015-11-02 | 2016-03-23 | 西南交通大学 | Track board |
| CN106012694A (en) * | 2016-06-01 | 2016-10-12 | 广西三维铁路轨道制造有限公司 | Prestressed concrete track slab and manufacturing method thereof |
| CN106835864A (en) * | 2017-03-17 | 2017-06-13 | 中铁三局集团有限公司 | The maintenance solid concrete roabed cutting transportation resources of high ferro non-fragment orbit |
| CN111287028A (en) * | 2020-02-27 | 2020-06-16 | 中铁第四勘察设计院集团有限公司 | Rail transit |
-
2005
- 2005-01-07 CN CN 200520032735 patent/CN2758309Y/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102619146A (en) * | 2011-01-28 | 2012-08-01 | 中铁二十三局集团有限公司 | Turnout slab adopting bidirectional post-tensioning prestress structure for ballastless track |
| 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 |
| CN102605683A (en) * | 2012-04-01 | 2012-07-25 | 中国铁道科学研究院铁道建筑研究所 | Integral insulation concrete track plate and preparation technology thereof |
| CN105421157A (en) * | 2015-11-02 | 2016-03-23 | 西南交通大学 | Track board |
| CN106012694A (en) * | 2016-06-01 | 2016-10-12 | 广西三维铁路轨道制造有限公司 | Prestressed concrete track slab and manufacturing method thereof |
| CN106835864A (en) * | 2017-03-17 | 2017-06-13 | 中铁三局集团有限公司 | The maintenance solid concrete roabed cutting transportation resources of high ferro non-fragment orbit |
| CN106835864B (en) * | 2017-03-17 | 2019-04-05 | 中铁三局集团有限公司 | High-speed rail non-fragment orbit repairs solid concrete roabed and cuts transportation resources |
| CN111287028A (en) * | 2020-02-27 | 2020-06-16 | 中铁第四勘察设计院集团有限公司 | Rail transit |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: CHINA RAILWAY NO.8 ENGINEERNG GROUP CHINA RAILWAY Free format text: FORMER NAME OR ADDRESS: CHENGDU BRIDGE FACTORY OF CHINA RAILWAY EIGHTH ENGINEERING GROUP |
|
| CP03 | Change of name, title or address |
Address after: The town of Qingbaijiang District of Chengdu City long Sichuan province 610300 unity Road No. 793 Patentee after: Bridge Engineering Company of China Railway No.8 Engineering Group Co.,Ltd. Address before: The town of Qingbaijiang District of Chengdu City long Sichuan province 610300 unity Road No. 793 Patentee before: Chengdu Bridge Factory of China Railway Eighth Engineering Group |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20060215 Termination date: 20120107 |