CN206289472U - Straddle-type screw thread self-locking track compensates backing plate automatically - Google Patents
Straddle-type screw thread self-locking track compensates backing plate automatically Download PDFInfo
- Publication number
- CN206289472U CN206289472U CN201621392192.6U CN201621392192U CN206289472U CN 206289472 U CN206289472 U CN 206289472U CN 201621392192 U CN201621392192 U CN 201621392192U CN 206289472 U CN206289472 U CN 206289472U
- Authority
- CN
- China
- Prior art keywords
- pedestal
- driving gear
- gear
- screw thread
- cover plate
- 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.)
- Withdrawn - After Issue
Links
Landscapes
- Machines For Laying And Maintaining Railways (AREA)
Abstract
A kind of straddle-type screw thread self-locking track compensates backing plate automatically, it is characterized in that, positioning convex is set on pedestal, the groove being engaged with positioning convex is provided with cover plate, pedestal passes through positioning convex, groove fit with cover plate；Driving gear is installed in pedestal inner chamber, plane scroll spring is provided between driving gear lower section and pedestal；Pad is placed on driving gear, equally distributed mounting hole is provided with pad, driven gear lower end is located in mounting hole, and driven gear is meshed with driving gear internal tooth, the top of driven gear is connected by screw thread with cover plate；The pedestal of the outer flank of tooth of driving gear is provided with reseting gear, and reseting gear is meshed with driving gear external tooth.Straddle-type screw thread self-locking track of the present utility model compensates backing plate automatically, the characteristics of with simple structure, reliable operation, it can realize that automatic stepless is adjusted, for the Ballast track railway roadbed of rail track structure, it is possible to resolve the irregularity problem that circuit differential settlement causes.
Description
Technical field
The utility model is related to a kind of straddle-type screw thread self-locking track to compensate backing plate automatically.
Background technology
Rail track structure is by line（Roadbed circuit）, bridge, tunnel, station composition, the track structure of circuit is according to railway
The difference of grade and technical standard, can lay Ballast track and non-fragment orbit.The stiffness difference of different line constructions is notable,
Train by when cause the dynamic respond of rail level inconsistent, meanwhile, the foundation settlement of different structure thing is also uneven, in transition point
Nearby easily it is deformed and causes rail level to bend.When train passes through at a high speed, vehicle adds with the mutual dynamic action of circuit
Play, causes the serious irregularity of rail level, accelerates the deterioration of line status, increases the maintenance cost of circuit, when serious even
Threaten traffic safety.
For reduce circuit rigidity between different line constructions mutation, it is necessary to non-fragment orbit and Ballast track, roadbed with
The junction of bridges and culverts, roadbed and tunnel and embankment and cutting sets changeover portion, to realize that circuit rigidity is gradually in the range of changeover portion
Become transition.The conventional processing method of changeover portion has：1st, in the softer side increase track vertical rigidity of changeover portion, such as using in mistake
Cross the interior adjustment length of sleeper of segment limit and spacing to improve orbit rigidity, by using the overlength sleeper and reduction rail that progressively increase
Pillow spacing can realize the progressively transition of orbit rigidity.2nd, track vertical rigidity is reduced in the harder side of changeover portion, it is general to use
The softer rubber cushion of the rail underlay of track；In the pillow big rubber cushion of underlay high resiliency；Increase railway ballast thickness on bridge, overlay railway ballast pad etc..3、
Auxiliary rail is set and improves track structure frame stiffness, auxiliary rail is made up of four rail being attached on sleeper, two in operation
Between rail, two on the outside of operation rail.
The above method for reducing different line constructions between stiffness variation rate there is good effect, but can not solve by
The rail level bending problem that differential settlement causes between different structure, therefore with certain limitation, it is impossible to it is fully solved changeover portion
Irregularity problem.
The content of the invention
The purpose of this utility model is just to provide a kind of simple structure, reliable operation, can realize automatic stepless regulation across
A seating screw thread self-locking track compensates backing plate automatically, and it is used for the Ballast track railway roadbed of rail track structure, solves circuit uneven
It is even to settle the irregularity problem for causing.
Straddle-type screw thread self-locking track of the present utility model compensates backing plate, including cover plate, pedestal automatically, it is characterised in that
Positioning convex is set on pedestal, the groove being engaged with positioning convex is provided with cover plate, pedestal and cover plate are by positioning convex, recessed
Groove negative and positive coordinate, and cover plate vertical can only be moved up and down；Driving gear, driving gear lower section and pedestal are installed in pedestal inner chamber
Between be provided with plane scroll spring, the two ends of plane scroll spring are separately fixed on the bottom and pedestal of driving gear；Actively
Pad is placed on gear, equally distributed mounting hole is provided with pad, driven gear lower end is located in mounting hole, driven gear with
Driving gear internal tooth is meshed, and the top of driven gear is connected by screw thread with cover plate, and the rotation of screw thread enables cover plate nothing
Level regulation；The pedestal of the outer flank of tooth of driving gear is provided with reseting gear, and reseting gear is meshed with driving gear external tooth.
Straddle-type screw thread self-locking track of the present utility model compensates backing plate automatically, and pedestal is consolidated by pre-embedded bolt hole with sleeper
Fixed, on railway ballast, cover plate is fixed on rail sleeper laying by pre-embedded bolt hole, and cover plate is inserted in base projection, its work
It is using the characteristic of screw thread self-locking, by the trigger action of steel rail spring restoring force, automatic controlled height, compensating sleeper as principle
Settling amount.Concrete principle is as follows：When train wheel passes through, wheel passes through cover plate, driven gear, active to the active force of rail
Gear, pedestal, sleeper are passed on railway roadbed, if sedimentation occurs in railway roadbed, rail will downwards produce elastic bending deflection, when train car
When wheel leaves, the elastic deformation of rail is recovered, and produces very big upward elastic force, and rail drives cover plate and driven gear together
Motion upwards, makes driven gear bottom produce space with driving gear, and now plane scroll spring drives driving gear to rotate, main
Moving gear drives multiple driven gears to rotate, and screws out driven gear top screw thread, when driven gear bottom again with driving tooth
Stopped operating during wheel contact, sedimentation is compensated with this.If now railway roadbed is without sedimentation, the internal gear of device is motionless；If
Now there is sedimentation in railway roadbed, then repeat above-mentioned regulation process.
Straddle-type screw thread self-locking track of the present utility model compensates backing plate automatically, the spy with simple structure, reliable operation
Point, it can realize that automatic stepless is adjusted, for the Ballast track railway roadbed of rail track structure, it is possible to resolve circuit differential settlement
The irregularity problem for causing.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the side schematic view of Fig. 1；
Fig. 3 is the fragmentary top of Fig. 1 to schematic diagram；
1st, plane scroll spring, 2, inner chamber, 3, driving gear, 4, pad, 5, driven gear, 6, cover plate, 7, rail, 8,
Projection, 9, reset cover plate, 10, reseting gear, 11, pedestal, 12, sleeper.
Specific embodiment
A kind of straddle-type screw thread self-locking track compensates backing plate, including cover plate 6, pedestal 11 automatically, it is characterised in that pedestal 11
Upper setting positioning convex 8, is provided with the groove being engaged with positioning convex 8 on cover plate 6, pedestal 11 passes through positioning convex with cover plate 6
8th, groove negative and positive coordinate, and cover plate 6 vertical can only be moved up and down；Driving gear 3 is installed, under driving gear 3 in pedestal inner chamber 2
Be provided with plane scroll spring 1 between side and pedestal, the two ends of plane scroll spring 1 be separately fixed at driving gear 3 bottom and
On pedestal 11；Pad 4 is placed on driving gear 3, equally distributed mounting hole is provided with pad 4, the lower end of driven gear 5 is located at peace
In dress hole, driven gear 5 is meshed with the internal tooth of driving gear 3, and the top of driven gear 5 is connected by screw thread with cover plate 6, screw thread
Rotation enable cover plate step-less adjustment；Pedestal outside the outer flank of tooth of driving gear is provided with reseting gear 10, reseting gear 10
It is meshed with the external tooth of driving gear 3.
Claims (2)
1. a kind of straddle-type screw thread self-locking track compensates backing plate, including cover plate automatically（6）, pedestal（11）, it is characterised in that：Pedestal
（11）Upper setting positioning convex（8）, cover plate（6）On be provided with and positioning convex（8）The groove being engaged, pedestal（11）With cover plate
（6）By positioning convex（8）, groove negative and positive coordinate；Pedestal inner chamber（2）In driving gear is installed（3）, driving gear（3）Under
Plane scroll spring is provided between side and pedestal（1）, plane scroll spring（1）Two ends be separately fixed at driving gear（3）'s
Bottom and pedestal（11）On；Driving gear（3）Upper placement pad（4）, pad（4）On be provided with equally distributed mounting hole, it is driven
Gear（5）Lower end is located in mounting hole, driven gear（5）With driving gear（3）Internal tooth is meshed, driven gear（5）Top
By screw thread and cover plate（6）It is connected.
2. straddle-type screw thread self-locking track according to claim 1 compensates backing plate automatically, it is characterised in that：Outside driving gear
Pedestal outside the flank of tooth is provided with reseting gear（10）, reseting gear（10）With driving gear（3）External tooth is meshed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621392192.6U CN206289472U (en) | 2016-12-19 | 2016-12-19 | Straddle-type screw thread self-locking track compensates backing plate automatically |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621392192.6U CN206289472U (en) | 2016-12-19 | 2016-12-19 | Straddle-type screw thread self-locking track compensates backing plate automatically |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206289472U true CN206289472U (en) | 2017-06-30 |
Family
ID=59104851
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621392192.6U Withdrawn - After Issue CN206289472U (en) | 2016-12-19 | 2016-12-19 | Straddle-type screw thread self-locking track compensates backing plate automatically |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206289472U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106480791A (en) * | 2016-12-19 | 2017-03-08 | 华东交通大学 | Straddle-type screw thread self-locking track compensates backing plate automatically |
| CN114508005A (en) * | 2022-01-07 | 2022-05-17 | 上海工程技术大学 | Embedded type compensation device for settlement of rail crossing bed |
-
2016
- 2016-12-19 CN CN201621392192.6U patent/CN206289472U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106480791A (en) * | 2016-12-19 | 2017-03-08 | 华东交通大学 | Straddle-type screw thread self-locking track compensates backing plate automatically |
| CN114508005A (en) * | 2022-01-07 | 2022-05-17 | 上海工程技术大学 | Embedded type compensation device for settlement of rail crossing bed |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206553842U (en) | A kind of combined type mechanically device rectified a deviation for the lifting of high ferro non-fragment orbit | |
| CN106702824B (en) | The automatic compensation steel sleeper of sawtooth interlocking-type sedimentation | |
| CN103510431B (en) | Grit gathering type stepless automatic sedimentation compensation device for transition section | |
| CN206289472U (en) | Straddle-type screw thread self-locking track compensates backing plate automatically | |
| CN201648877U (en) | Plate type vibration reducing structure for ballastless track | |
| CN204959487U (en) | Ballastless track cant adjusts structure | |
| CN107217552A (en) | Automatic compensating steel sleeper for free settling location | |
| CN102852090A (en) | High-speed railway long-span bridge unit-type ballastless track seamless line design method | |
| CN202323578U (en) | Fastening piece for auxiliary rail | |
| CN106480791B (en) | Straddle-type screw thread self-locking track compensates backing plate automatically | |
| CN106638165B (en) | A kind of railroad curve track and its construction method | |
| CN110939028A (en) | Adjustable support of magnetic levitation track | |
| CN106498812B (en) | A kind of high ferro bend track and its construction method | |
| CN206448111U (en) | The automatic compensation steel sleeper of sawtooth interlocking-type sedimentation | |
| CN203546526U (en) | Friction-type automatic stepless heightening sleeper employing section bars | |
| CN205088533U (en) | Compression type damping fastener | |
| CN202482712U (en) | Rail damping base plate and side plate | |
| US3643864A (en) | Railroad grade crossing | |
| CN214193960U (en) | Pre-buried insert seat of high-speed railway fastener | |
| KR101884361B1 (en) | A jack for constructing concrete ballast turnout | |
| CN204530342U (en) | Medium-and low-speed maglev elasticity nonseparated rail fastening | |
| CN105586810A (en) | Steel rail track with adjustable gauges and adjustable steel rails | |
| CN202671982U (en) | Rail fixing device | |
| CN206486747U (en) | A kind of track concrete rests the head on anti-creep fixture | |
| CN203546520U (en) | Tapered wedge self-locking type automatic sedimentation compensation device for transition section |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170630 Effective date of abandoning: 20171128 |
|
| AV01 | Patent right actively abandoned |