CN2145204Y - Deep rail wide slot type road junction rail sleeper - Google Patents
Deep rail wide slot type road junction rail sleeper Download PDFInfo
- Publication number
- CN2145204Y CN2145204Y CN 92237926 CN92237926U CN2145204Y CN 2145204 Y CN2145204 Y CN 2145204Y CN 92237926 CN92237926 CN 92237926 CN 92237926 U CN92237926 U CN 92237926U CN 2145204 Y CN2145204 Y CN 2145204Y
- Authority
- CN
- China
- Prior art keywords
- rail
- sleeper
- road junction
- deep
- slot type
- 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
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Abstract
The utility model relates to a deep rail wide slot type road junction rail sleeper, and is mainly characterized in that the utility model prefabricates rail sleeper by adopting concrete while reserving deep rail slot. The depth of the slot lies in that the rail surface and the rail sleeper surface are formed into a flat surface after the steel rail is laid down, the hole is reserved on the side face of the rail sleeper for penetrating connecting rod, and the protective cover plates of the wheel rims are arranged on both sides of the rail slot. The deeprail wide slot type road junction rail sleeper can be produced by industrial production and can be installed into the integration. The utility model has the advantages of simple structure, convenient assembly and disassembly, and can extend and shorten according to the wideness and narrowness of the road junction, making the road junction tidy and beautiful.
Description
The utility model is a kind of auxilliary sleeper of establishing railway level-crossing that is used for.
Railway level-crossing, still commonly use the form of structure of the auxilliary face of track so far, this kind gives the hierachical structure that the clamp dog paving is formed by sleeper track and wooden formula concrete, and it is insecure to exist paving and track to connect, be difficult to form common stressed system, track holds lotus and sinks with to assist the face sedimentation variant, makes that slab is easily loosening to be damaged, and its Post Orbit sleeper is short application life, the frequency of maintenance height, maintenance capacity is big, so railway level-crossing usually is uneven, and vehicle ' is run lame terrible.
The purpose of this utility model is to design a kind of overall structure and is convenient to the novel road junction sleeper of being convenient to convert is installed.
Accompanying drawing 1 is a front view of the present utility model
Accompanying drawing 2 is vertical views of utility model
Accompanying drawing 3 is the auxilliary schematic diagrames at road junction of establishing of the utility model
The utility model is achieved in that and adopts the dark rail grooved rail pillow 1 of the concrete system of giving that rail surface became the plane to be as the criterion with sleeper surface after the rail groove depth was installed with rail 13. The sleeper side is stayed and is worn tie rod holes 2, and stays bolt rivet clasp hole 9 at rail groove 3 central axis. Rail groove 3 both sides adopt steel wheel rim protecting cover plate 11,12 fastening.
The auxilliary mounting method of establishing of the utility model; with sleeper 1 by wearing tie rod holes 2; be connected to the required width in road junction with the company's of wearing screw rod 14; on the rail groove center axis of every block of sleeper, give in the bolt rivet clasp hole of staying 9 the screw spike rivet clasp on sleeper; rail 13 auxilliary being located at make rail surface become the plane with the sleeper face in the rail groove 3; adopt general sleeper fastening that sleeper and rail are connect; because the rail groove is wideer than common rail groove depth; so rail groove 3 both sides are provided with the inside and outside flangeway protecting cover plate 11.12 of steel; with bolton in inside and outside support platform 5; on 6, make it to play protection trough rim concrete corner angle and isolate the effect that foul pollutes fastener.At place, start, end, two ends, road junction, inside cover plate is made the horn mouth of the flangeway of coming in and going out, and auxilliary road junction of establishing as shown in Figure 3.
The utility model makes railway level-crossing realize integrated structure, and its member batch production is produced, and can extend according to the width at road junction or shorten, and installs and converts conveniently, has solved problems such as the lame and maintenance capacity in vehicle ' top, road junction is big.Strengthened the road junction bulk strength.
Accompanying drawing the 1,2, the 3rd, specific embodiment of the utility model illustrates as follows: 1. sleeper; 2. wear tie rod holes; 3. rail groove; 4. stirrup; 5. inboard protecting cover plate support platform; 6. outside protecting cover plate support platform; 7. bend bar; 8. prestressing force master muscle; 9. give and stay bolt rivet clasp hole; 10. give and bury bolt sleeve; 11. inboard wheel rim protecting cover plate; 12. outer rim protecting cover plate; 13. rail; 14. wear connecting-rod bolts, backing plate.
Claims (3)
1, deep rail wide slot type road junction sleeper gives system sleeper, rail groove cover plate and securing member by concrete and forms, and it is characterized in that: sleeper gives when giving system and stays railtrack grooves, and the rail groove depth is installed the back rail surface with rail and become the plane to be as the criterion with the sleeper face, and the sleeper side is stayed and worn tie rod holes.
2,1 described deep rail wide slot type road junction sleeper as requested is characterized in that giving on the rail groove center axis and stays bolt rivet clasp hole.
3, deep rail wide slot type according to claim 1 road junction sleeper is characterized in that: the even steel wheel rim protecting cover plate that adopts in rail groove both sides is fastening.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 92237926 CN2145204Y (en) | 1992-12-15 | 1992-12-15 | Deep rail wide slot type road junction rail sleeper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 92237926 CN2145204Y (en) | 1992-12-15 | 1992-12-15 | Deep rail wide slot type road junction rail sleeper |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2145204Y true CN2145204Y (en) | 1993-11-03 |
Family
ID=33779070
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 92237926 Expired - Lifetime CN2145204Y (en) | 1992-12-15 | 1992-12-15 | Deep rail wide slot type road junction rail sleeper |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2145204Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108374295A (en) * | 2018-04-11 | 2018-08-07 | 中铁第四勘察设计院集团有限公司 | A kind of rapid constructing method and road structure of rubber tire guide rail trolley line |
| CN112064424A (en) * | 2020-08-07 | 2020-12-11 | 上海远通路桥工程有限公司 | Quick construction method for road section track at level crossing |
| CN112982044A (en) * | 2021-03-24 | 2021-06-18 | 广西柳州钢铁集团有限公司 | Construction process for quickly forming integral road bed of road junction |
-
1992
- 1992-12-15 CN CN 92237926 patent/CN2145204Y/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108374295A (en) * | 2018-04-11 | 2018-08-07 | 中铁第四勘察设计院集团有限公司 | A kind of rapid constructing method and road structure of rubber tire guide rail trolley line |
| CN108374295B (en) * | 2018-04-11 | 2024-02-23 | 中铁第四勘察设计院集团有限公司 | Quick construction method of rubber-tyred guide rail trolley line and roadbed structure |
| CN112064424A (en) * | 2020-08-07 | 2020-12-11 | 上海远通路桥工程有限公司 | Quick construction method for road section track at level crossing |
| CN112064424B (en) * | 2020-08-07 | 2022-05-17 | 上海远通路桥工程有限公司 | Quick construction method for road section track at level crossing |
| CN112982044A (en) * | 2021-03-24 | 2021-06-18 | 广西柳州钢铁集团有限公司 | Construction process for quickly forming integral road bed of road junction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent for invention or patent application | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: PATENTEE; FROM: MA ANSHAN IRON AND STEEL CORP. TO: MA ANSHAN IRON AND STEEL CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Patentee after: Ma'anshan Iron and Steel Co., Ltd. Patentee before: Maanshan Iron & Steel Co. |
|
| C15 | Extension of patent right duration from 15 to 20 years for appl. with date before 31.12.1992 and still valid on 11.12.2001 (patent law change 1993) | ||
| RN01 | Renewal of patent term | ||
| C17 | Cessation of patent right | ||
| CX01 | Expiry of patent term |