CN201512733U - Track regulating rack used for track panel arrangement and assembly of steel reinforcement cage of steel spring floating slab road bed - Google Patents
Track regulating rack used for track panel arrangement and assembly of steel reinforcement cage of steel spring floating slab road bed Download PDFInfo
- Publication number
- CN201512733U CN201512733U CN200920034832XU CN200920034832U CN201512733U CN 201512733 U CN201512733 U CN 201512733U CN 200920034832X U CN200920034832X U CN 200920034832XU CN 200920034832 U CN200920034832 U CN 200920034832U CN 201512733 U CN201512733 U CN 201512733U
- Authority
- CN
- China
- Prior art keywords
- track
- rail
- steel spring
- floating slab
- spring floating
- 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.)
- Expired - Lifetime
Links
Images
Landscapes
- Machines For Laying And Maintaining Railways (AREA)
Abstract
The utility model discloses a track regulating rack used for track panel arrangement and assembly of a steel reinforcement cage of a steel spring floating slab road bed. The track regulating rack comprises two track-carrying boards which are arranged in opposite to each other and used for mounting a steel rail; a horizontal positioning and connecting mechanism is connected with the two track-carrying boards, and track regulating rack end heads are arranged on the two sides of the horizontal positioning and connecting mechanism respectively. The track regulating rack has reasonable design and simple structure, can significantly increase the construction progress and shorten the construction period after putting into construction, and ensures that the construction of the steel spring floating slab road bed is at the leading level so far at home and abroad.
Description
Technical field
The utility model relates to a kind of urban track traffic steel spring floating slab railway roadbed construction equipment, is specifically related to a kind of steel spring floating slab railway roadbed reinforcing cage section of track assembling with transferring the rail frame.
Background technology
The steel spring floating slab technology that effect of vibration and noise reduction is good in the urban track traffic has obtained using widely in the metro construction at home.But because steel spring floating slab railway roadbed difficulty of construction is big, technical requirements is high, working procedure is complicated, the construction speed that adopts traditional steel spring floating slab ballast construction method only is 6～10 meters/day scope of operations, therefore, construction speed has become the restriction duration and has influenced the bottleneck that above-mentioned technology is promoted, used.
The utility model content
The purpose of this utility model is the deficiency that exists at prior art, and the steel spring floating slab railway roadbed reinforcing cage section of track assembling that a kind of cost is low, efficient is high, easy to operate accent rail frame is provided.
The technical solution of the utility model is: a kind of steel spring floating slab railway roadbed reinforcing cage section of track assembling is with transferring the rail frame, it is characterized in that: it comprises two blocks of support rail plates that are oppositely arranged and are used to place rail, be connected with a located lateral bindiny mechanism with described two blocks of support rail plates, the both sides of described located lateral bindiny mechanism respectively are provided with one and transfer rail frame end head.
The utility model compared with prior art has the following advantages:
(1) the utility model is simple in structure, cost is low, easy accessibility;
(2) use is easy and simple to handle, by the combination of located lateral bindiny mechanism, accent rail frame end head and support rail plate portion, can carry out connection, gauge adjustment and the adjustment and the fixed operation fixing, the track rail cant of two strands of rail easily;
(3) can reuse, after this accent rail frame carries out the construction of steel spring floating slab railway roadbed, can carry out next group steel spring floating slab railway roadbed reinforcing cage section of track assembling;
(4) adopt this accent rail frame and corresponding reinforcing cage section of track job practices, can make construction speed bring up to average 50 meters/day scope of operations, make speed of application reach the top standard of steel spring floating slab railway roadbed construction both at home and abroad at present, thereby can greatly shorten the construction period;
(5) the utility model applied range is applicable to the assembling construction of the multi-form track structure solid concrete roabed section of track.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is the lateral view of Fig. 1.
Fig. 3 is the structural representation of the utility model located lateral bindiny mechanism.
Fig. 4 is the lateral view of Fig. 3.
Fig. 5 is the vertical view of Fig. 3.
Fig. 6 transfers the structural representation of rail frame end head for the utility model.
Fig. 7 is the lateral view of Fig. 6.
Fig. 8 is the vertical view of Fig. 6.
Fig. 9 is the structural representation of the utility model support rail plate.
Figure 10 is the vertical view of Fig. 9.
The utility model will be further described below in conjunction with accompanying drawing.
The specific embodiment
As depicted in figs. 1 and 2, the utility model comprises two blocks of support rail plates 1 that are oppositely arranged, are used to place rail 14, be connected with a located lateral bindiny mechanism 2 with described two blocks of support rail plates 1, the both sides of described located lateral bindiny mechanism 2 respectively are provided with one and transfer rail frame end head 3.
As Fig. 1, Fig. 3, Fig. 4 and shown in Figure 5, described located lateral bindiny mechanism 2 comprises that one is horizontally installed on a junction plate 7 that is located by connecting beam 4 and is arranged on the mechanism bottom and is connected with support rail plate 1 by bolt on mechanism top, bottom, the two ends of the described beam 4 that is located by connecting is connected with respectively in the screw of 6, numbers nuts 6 of a nut and is provided with a top screw 5 that is used for roof pressure rail inboard; A described nut 6 is fixedly installed on the described junction plate 7, also is provided with rotation briquetting 8 on the junction plate 7.
As Fig. 1, Fig. 6, Fig. 7 and shown in Figure 8, described accent rail frame end head 3 comprises No. two junction plates 10 that are connected with support rail plate 1 by bolt, described No. two junction plates 10 are provided with fixedly briquetting 9 and No. two nuts 11, are provided with No. two top screws 12 that are used for the roof pressure rail outside in the screw of described No. two nuts 11.
As Fig. 9 and shown in Figure 10, fixedly install on the described support rail plate 1 and be useful on the rail cant backing plate 13 of adjusting rail cant.
As Fig. 3, Fig. 4 and shown in Figure 6, the structural strength that be to increase located lateral bindiny mechanism 2, transfers rail frame end head 3, a described nut 6 and be located by connecting between the beam 4, between nut 6 and the junction plate 7 and be provided with stiffener 15 between No. two nuts 11 and No. two junction plates 10.
During the utility model work, finish two assemblings of transferring rail frame end head 3 and two blocks of support rail plates 1 at first respectively, and two blocks of support rail plates 1 that will assemble are placed on the bottom of two strands of rail 14 respectively, by fixing briquetting 9 the laterally flange of rail pin upper surface of rail 14 is pushed down along rail 14, at this moment, be arranged on the outside that No. two top screws of transferring on the rail frame end head 3 12 are positioned at rail 14.Then, connect located lateral bindiny mechanism 2 and support rail plate 1, at this moment, be arranged on the inboard that a top screw 5 in the located lateral bindiny mechanism 2 is positioned at rail 14.To rotate briquetting 8 and rotate to the rail longitudinal direction, use a top screw 5 and No. two top screws 12 to adjust operation, after track gauge to be adjusted meets the requirements, to rotate briquetting 8 and rotate to the rail horizontal direction, push down the flange of rail pin upper surface of rail 14, rail 14 is fixing, and the accurate control of promptly finishing track gauge and rail cant reaches fixing.
Claims (5)
1. a steel spring floating slab railway roadbed reinforcing cage section of track assembling is with transferring the rail frame, it is characterized in that: it comprises the two blocks of support rail plates (1) that are oppositely arranged and are used to place rail (14), be connected with a located lateral bindiny mechanism (2) with described two blocks of support rail plates (1), the both sides of described located lateral bindiny mechanism (2) respectively are provided with one and transfer rail frame end head (3).
2. steel spring floating slab railway roadbed reinforcing cage section of track assembling according to claim 1 is with transferring the rail frame, it is characterized in that: described located lateral bindiny mechanism (2) comprises that one is horizontally installed on the beam that is located by connecting (4) and a junction plate (7) that is arranged on the mechanism bottom and is connected with support rail plate (1) by bolt on mechanism top, the bottom, two ends of the described beam that is located by connecting (4) is connected with a nut (6) respectively, is provided with a top screw (5) that is used for roof pressure rail inboard in the screw of a nut (6); A described nut (6) is fixedly installed on the described junction plate (7), also is provided with rotation briquetting (8) on the junction plate (7).
3. steel spring floating slab railway roadbed reinforcing cage section of track assembling according to claim 1 and 2 is with transferring the rail frame, it is characterized in that: described accent rail frame end head (3) comprises No. two junction plates (10) that are connected with support rail plate (1) by bolt, described No. two junction plates (10) are provided with fixedly briquetting (9) and No. two nuts (11), are provided with No. two top screws (12) that are used for the roof pressure rail outside in the screw of described No. two nuts (11).
4. steel spring floating slab railway roadbed reinforcing cage section of track assembling according to claim 3 is characterized in that: be set with rail cant backing plate (13) on the described support rail plate (1) with transferring the rail frame.
5. the steel spring floating slab railway roadbed reinforcing cage section of track according to claim 3 assembling is characterized in that with transferring the rail frame: between a described nut (6) and the beam that is located by connecting (4), between a nut (6) and the junction plate (7) and be provided with stiffener (15) between No. two nuts (11) and No. two junction plates (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920034832XU CN201512733U (en) | 2009-09-29 | 2009-09-29 | Track regulating rack used for track panel arrangement and assembly of steel reinforcement cage of steel spring floating slab road bed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920034832XU CN201512733U (en) | 2009-09-29 | 2009-09-29 | Track regulating rack used for track panel arrangement and assembly of steel reinforcement cage of steel spring floating slab road bed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201512733U true CN201512733U (en) | 2010-06-23 |
Family
ID=42484139
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200920034832XU Expired - Lifetime CN201512733U (en) | 2009-09-29 | 2009-09-29 | Track regulating rack used for track panel arrangement and assembly of steel reinforcement cage of steel spring floating slab road bed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201512733U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103290456A (en) * | 2013-06-08 | 2013-09-11 | 上海大众汽车有限公司 | Manufacturing and mounting method of guide rail of electrophoresis conveying system and auxiliary mounting device |
| CN103362042A (en) * | 2012-04-04 | 2013-10-23 | 中铁十一局集团第一工程有限公司 | Concrete elevation gradient controller |
-
2009
- 2009-09-29 CN CN200920034832XU patent/CN201512733U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103362042A (en) * | 2012-04-04 | 2013-10-23 | 中铁十一局集团第一工程有限公司 | Concrete elevation gradient controller |
| CN103362042B (en) * | 2012-04-04 | 2015-08-26 | 中铁十一局集团第一工程有限公司 | A kind of concrete elevation gradient controller |
| CN103290456A (en) * | 2013-06-08 | 2013-09-11 | 上海大众汽车有限公司 | Manufacturing and mounting method of guide rail of electrophoresis conveying system and auxiliary mounting device |
| CN103290456B (en) * | 2013-06-08 | 2015-08-12 | 上海大众汽车有限公司 | The manufacture of the guide rail of electrophoresis delivery system and installation method and auxiliary installation device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201544334U (en) | Ballast-free rail plate mould | |
| CN201685828U (en) | B type metro bogie simple stone removing device | |
| CN201512733U (en) | Track regulating rack used for track panel arrangement and assembly of steel reinforcement cage of steel spring floating slab road bed | |
| CN201756667U (en) | Ballastless track slab regulator | |
| CN202517214U (en) | Upper car platform welding fixture | |
| CN201179686Y (en) | Bearing platform type frame rail board mold | |
| CN100496922C (en) | Frame prestressing railway die | |
| CN204753382U (en) | Prefabricated pavement of voiced protective screen of inter -city railway | |
| CN101259639B (en) | Bearing platform type frame pre-stress rail board mold | |
| CN201850479U (en) | Assembly platform for broad sleeper track arrival and departure track panel | |
| CN209682498U (en) | The hydraulic gliding model of T beam | |
| CN114032715A (en) | Magnetic suspension track panel | |
| CN113863063A (en) | Gear transmission type automatic compensation steel sleeper | |
| CN201671029U (en) | Ballastless track bed turnout assembling platform | |
| CN209556232U (en) | A kind of offline assembly type sliding propulsion equalizer bar of blast furnace | |
| CN201179692Y (en) | Frame rail plate mould | |
| CN201990950U (en) | Lifting-type water-dripping slot-forming system | |
| CN213927578U (en) | Lotus root beam centralizing and aligning installation mechanism | |
| CN220183710U (en) | Buried track for track traffic | |
| CN201217779Y (en) | U-beam temporary support for aerial track | |
| CN201179687Y (en) | Bearing platform type frame pre-stress rail board mold | |
| CN2556366Y (en) | Gross section variable diameter concrete slipform construction device | |
| CN100584558C (en) | Longitudinal connection type frame prestress rail board mould | |
| CN213859818U (en) | Automatic troweling machine of section of jurisdiction concrete side pushes away device | |
| CN218765350U (en) | Hall anticollision structure subassembly |
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: 20100623 |