CN212195472U - Railway track geometric state detection device - Google Patents
Railway track geometric state detection device Download PDFInfo
- Publication number
- CN212195472U CN212195472U CN201922493757.XU CN201922493757U CN212195472U CN 212195472 U CN212195472 U CN 212195472U CN 201922493757 U CN201922493757 U CN 201922493757U CN 212195472 U CN212195472 U CN 212195472U
- Authority
- CN
- China
- Prior art keywords
- rod
- vertical rod
- sensor
- control system
- railway track
- 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 - Fee Related
Links
Images
Landscapes
- Machines For Laying And Maintaining Railways (AREA)
Abstract
The utility model discloses a railway track geometric state detection device, which belongs to the technical field of track smoothness detection, and comprises a frame, wherein the frame comprises a cross rod, two ends of the cross rod are provided with a roller I and a roller II, one end of a vertical rod is vertically connected with a T-shaped cross rod, the other end of the vertical rod is provided with a roller III, and the bottom of the vertical rod is provided with an infrared sensor; a laser sensor is arranged above the middle end of the cross rod, an inertial navigation system is fixed on the vertical rod, and a Hall sensor is arranged in the roller III; the laser sensor, the infrared sensor and the inertial navigation system are connected with a control system, and the control system supplies power through a solar cell panel arranged above the control system. The utility model has the characteristics of rapid survey track geometric state.
Description
Technical Field
The utility model relates to a orbital ride comfort detects technical field, concretely relates to railway rails geometric state detection device.
Background
As the speed of train operation increases, the requirements for the geometry of the railroad track also increase. In order to ensure the running safety of freight trains and the running comfort of passenger trains, the geometric irregularity of the long tracks which is not obvious in the interaction between the wheel rails of the trains is gradually shown along with the increase of the running speed of the trains. The rail irregularity is an external interference to a train vehicle system and is a main source of vibration and even derailment of a vehicle running part. And the poor smoothness of track still can make train wheel rail contact surface receive stronger impact force, and the wearing and tearing and the destruction of wheel rail are accelerated, cause potential threat to driving safety.
The existing railway track smoothness detection device is established on the basis of a CP III control point during measurement, and converted into indirect measurement of linear deviation through angle and distance measurement of a total station. The CP III control points are designed on two sides of the railway at the beginning of railway construction at intervals of about 60 meters, forced centering marks are arranged on the CP III control points, and the CP III control points are known coordinate points. During detection, a prism is arranged on the CP III control point, then a total station is erected on the track, coordinates of the total station erection station are determined by observing coordinates of the known CP III control point, then the prisms on the track inspection vehicle are observed one by one on the sleepers, the center line coordinates are measured, and further track smoothness parameters are calculated.
The precision of the CP III control point can influence the detection precision, so a railway operation and maintenance party must regularly spend a large amount of expense on the precision retest of the CP III control point, and the detection speed is slow and the efficiency is low because the technology adopts the detection one by one sleeper, and one operation group and one 'skylight point' (4h) can only detect a 300m line at most. In addition, due to the extreme sensitivity of the total station to environmental conditions, the track geometry measuring instrument (hereinafter referred to as a track measuring instrument) is extremely susceptible to external environments such as temperature, humidity, light, visibility and wind speed during measurement, so that the accuracy of the measured coordinate values can meet the line position measurement requirement (plus or minus 10mm), but cannot meet the requirements of track medium and short wave smoothness (less than or equal to 2 mm). And the elevation measurement precision of the total station is very low, and the measurement result is unstable. Therefore, the currently adopted orbit measurement method is difficult to meet the measurement requirements on the smoothness of the short wave in the orbit during operation.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the problem to the aforesaid existence provides a railway track geometric state detection device, can solve above-mentioned problem.
The technical scheme that the utility model adopts for solving the technical problem is to provide a railway track geometric state detection device, which comprises a frame, wherein the frame comprises a cross rod, two ends of the cross rod are provided with a roller I and a roller II, one end of a vertical rod is vertically connected with the T-shaped cross rod, the other end of the vertical rod is provided with a roller III, and the bottom of the vertical rod is provided with an infrared sensor; a laser sensor is arranged above the middle end of the cross rod, an inertial navigation system is fixed on the vertical rod, and a Hall sensor is arranged in the roller III; the laser sensor, the infrared sensor and the inertial navigation system are connected with a control system, and the control system supplies power through a solar cell panel arranged above the control system.
As an optimal scheme, a push rod is arranged on the vertical rod and connected with the vertical rod through a telescopic rod.
As a preferable scheme, a satellite antenna is arranged on the tail part of the vertical rod connected with the roller III, the satellite antenna is connected with a satellite receiver, and the satellite receiver is electrically connected with a control system.
As a preferred scheme, a left wing and a right wing are transversely connected to two sides of the vertical rod, a support frame is arranged on the left wing, and a screen plate is arranged on the support frame; and a connecting rod is arranged on the right wing, and a temperature sensor and an inclination angle sensor are arranged on the connecting rod.
The utility model discloses beneficial effect:
the utility model discloses the interference immunity of equipment is examined to the reinforcing rail makes its ability all-weather operation, does not receive the environmental impact, improves and detects precision and detection efficiency. Adopt satellite positioning measurement track absolute coordinate, can direct measurement, do not rely on III control point of CP, the operation precision is examined to the track has been improved, the problem that the III control point precision of CP leads to the track to examine the precision reduction over time to change has been solved, high accuracy inertial navigation system records T shape automobile body gets the three-dimensional state in the motion process, through the sleeper of infrared sensor record process, through the distance of recording between the sleeper with hall sensor cooperation, the track gauge data of T shape automobile body at motion and stationary state measurement is recorded in real time, contact net quick positioning pillar or the nearest point on the rail that III stake of CP corresponds, mark the point promptly. Excessive personnel participation is not needed, so that not only is the labor cost reduced, but also the measurement operation cost of the track inspection tester is reduced; the high-precision inertial navigation system device is combined to record three-dimensional data of the rail inspection vehicle, and then static point coordinates calculated by high-precision satellite positioning equipment are used for reckoning the coordinates of the sleepers one by one, and the rail inspection operation efficiency is greatly improved without stopping measurement of each sleeper.
Drawings
FIG. 1 is a schematic structural diagram of embodiment 1 of the present invention;
wherein, 1, a frame; 2. a cross bar; 3. a vertical rod; 4. a roller I; 5. a roller II; 6. a roller III; 7. a laser sensor; 8. an inertial navigation system; 9. a control system; 10. a push rod; 11. a telescopic rod; 12. a satellite antenna; 13. a satellite receiver; 14. a right wing; 15. a connecting rod; 16. a temperature sensor; 17. a left wing; 18. a support frame; a screen panel.
Detailed Description
Example 1:
referring to the attached drawings of the specification, the device for detecting the geometric state of the railway track comprises a frame 1, wherein the frame 1 comprises a cross rod 2, two ends of the cross rod 2 are provided with a roller I4 and a roller II5, one end of a vertical rod 3 is vertically connected with the cross rod in a T shape, the other end of the vertical rod 3 is provided with a roller III6, and the bottom of the vertical rod 3 is provided with an infrared sensor; a laser sensor 7 is arranged above the middle end of the cross rod 2, an inertial navigation system 8 is fixed on the vertical rod 3, and a Hall sensor is arranged in the roller III 6; the laser sensor 7, the infrared sensor and the inertial navigation system 8 are connected with a control system 9, and the control system 9 is powered by a solar panel arranged above the control system 9.
As a preferred scheme, a push rod 10 is arranged on the vertical rod 3, and the push rod 10 is connected with the vertical rod 3 through a telescopic rod 11.
Preferably, a satellite antenna 12 is arranged at the tail of the vertical rod 3 connected with the roller III6, the satellite antenna 12 is connected with a satellite receiver 13, and the satellite receiver is electrically connected with the control system 9.
As a preferable scheme, a left wing 17 and a right wing 14 are transversely connected to two sides of the vertical rod 3, a support frame 18 is arranged on the left wing 17, and a screen plate 19 is arranged on the support frame 18; the right wing 14 is provided with a connecting rod 15, and the connecting rod 15 is provided with a temperature sensor 16 and an inclination angle sensor.
The utility model discloses the interference immunity of equipment is examined to the reinforcing rail makes its ability all-weather operation, does not receive the environmental impact, improves and detects precision and detection efficiency. Adopt satellite positioning measurement track absolute coordinate, can direct measurement, do not rely on III control point of CP, the operation precision is examined to the track has been improved, the problem that the III control point precision of CP leads to the track to examine the precision reduction over time to change has been solved, high accuracy inertial navigation system records T shape automobile body gets the three-dimensional state in the motion process, through the sleeper of infrared sensor record process, through the distance of recording between the sleeper with hall sensor cooperation, the track gauge data of T shape automobile body at motion and stationary state measurement is recorded in real time, contact net quick positioning pillar or the nearest point on the rail that III stake of CP corresponds, mark the point promptly. Excessive personnel participation is not needed, so that not only is the labor cost reduced, but also the measurement operation cost of the track inspection tester is reduced; the high-precision inertial navigation system device is combined to record three-dimensional data of the rail inspection vehicle, and then static point coordinates calculated by high-precision satellite positioning equipment are used for reckoning the coordinates of the sleepers one by one, and the rail inspection operation efficiency is greatly improved without stopping measurement of each sleeper.
When the device works, after the inclination angle parameters of the rack 1 are calibrated, the rack 1 is pushed to move forward towards the rail inspection operation advancing direction, in the advancing process, the inertial navigation system 8 records the course, the side inclination and the rolling three-dimensional state of the T-shaped vehicle body 1 in real time, meanwhile, the satellite positioning data recorded by the satellite receiver 13 is matched, and when a laser line emitted by the laser sensor 7 passes through a CP III pile point or a fixed point, the detection device stops at the position of a mark point. The laser sensor 7 is installed at a height higher than the upper surface of the steel rail.
Real-time track gauge data and identified sleeper data under the motion state are recorded by the infrared sensor and the Hall sensor in a matching mode and can be used as original data for calculating track direction, height and ultrahigh parameters and sleeper positions of the track, data are collected without depending on CP III control points, the track inspection operation precision is improved, and the problem that the track inspection precision is reduced due to the fact that the precision of the CP III control points changes along with time is solved.
The temperature sensor, the satellite receiver, the tilt angle sensor, the track gauge sensor, the inertial navigation system, the sleeper recognizer and the mileometer are all products sold on the market.
It is above only the utility model discloses a preferred embodiment, the utility model discloses a scope of protection does not only confine above-mentioned embodiment, the all belongs to the utility model discloses a technical scheme under the thinking all belongs to the utility model discloses a scope of protection. It should be noted that, for those skilled in the art, various modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.
Claims (4)
1. The railway track geometric state detection device is characterized by comprising a rack (1), wherein the rack (1) comprises a cross rod (2), rollers I (4) and rollers II (5) are arranged at two ends of the cross rod (2), one end of a vertical rod (3) is vertically connected with the cross rod (2) in a T shape, a roller III (6) is arranged at the other end of the vertical rod (3), and an infrared sensor is arranged at the bottom of the vertical rod (3); a laser sensor (7) is arranged above the middle end of the cross rod (2), an inertial navigation system (8) is fixed on the vertical rod (3), and a Hall sensor is arranged in the roller III (6); the laser sensor (7), the infrared sensor and the inertial navigation system (8) are connected with the control system (9), and the control system (9) supplies power through a solar panel arranged above the control system (9).
2. A railway track geometry detecting device according to claim 1, characterized in that the vertical rod (3) is provided with a push rod (10), and the push rod (10) is connected with the vertical rod (3) through a telescopic rod (11).
3. A railway track geometry status detection device according to claim 1, characterized in that the tail of the vertical rod (3) connected with the roller III (6) is provided with a satellite antenna (12), the satellite antenna (12) is connected with a satellite receiver (13), and the satellite receiver is electrically connected with the control system (9).
4. The railway track geometric state detection device as claimed in claim 1, wherein a left wing (17) and a right wing (14) are transversely connected to two sides of the vertical rod (3), a support frame (18) is arranged on the left wing (17), and a screen plate (19) is arranged on the support frame (18); the right wing (14) is provided with a connecting rod (15), and the connecting rod (15) is provided with a temperature sensor (16) and an inclination angle sensor.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201922493757.XU CN212195472U (en) | 2019-12-31 | 2019-12-31 | Railway track geometric state detection device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201922493757.XU CN212195472U (en) | 2019-12-31 | 2019-12-31 | Railway track geometric state detection device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN212195472U true CN212195472U (en) | 2020-12-22 |
Family
ID=73810465
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201922493757.XU Expired - Fee Related CN212195472U (en) | 2019-12-31 | 2019-12-31 | Railway track geometric state detection device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN212195472U (en) |
-
2019
- 2019-12-31 CN CN201922493757.XU patent/CN212195472U/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201103084Y (en) | Rail anchor point and construction clearance measuring apparatus | |
US7278305B2 (en) | Apparatus for detecting hunting and angle of attack of a rail vehicle wheelset | |
CN102252636B (en) | Multi-wavelength detection device and detection method for smoothness of high-speed railway track | |
CN104775342A (en) | Quick geometrical state measuring instrument for track | |
CN104859681A (en) | Rapid fine adjustment rail checking device for rail geometrical parameter measurement | |
CN101219671A (en) | Transverse and vertical dynamic displacement measuring device of high-speed railway track circuit | |
CN201136522Y (en) | Device for measuring dynamic displacement in transversal and vertical directions of rails of high speed rail | |
CN109334706A (en) | Satellite positioning and the integrated track detection car of inertial navigation | |
CN202124809U (en) | Track geometry detecting complete system device | |
AU2017315963A1 (en) | Inertial track measurement system and methods | |
CN212500409U (en) | Portable track detection device | |
CN108020162B (en) | Rail gauge based on two-dimensional laser scanning and triangle principle and use method thereof | |
CN106522048A (en) | Rail geometric parameter measuring system and method | |
CN206784090U (en) | Track geometric parameter measurement system | |
CN209382013U (en) | Satellite positioning and the integrated track detection car of inertial navigation | |
CN201546148U (en) | Detection system for detecting geometric state of ballast-free rails | |
CN111895996A (en) | High-speed track detection system and method | |
CN204570401U (en) | Track geometry status instrument for quick measuring | |
CN201546149U (en) | Geometry state measurement vehicle for ballastless tracks | |
CN212195472U (en) | Railway track geometric state detection device | |
CN205871787U (en) | Laser contact net wire inspection device | |
CN210526530U (en) | Rail inspection trolley for railway | |
CN202641743U (en) | Building line detection device of arrival-departure track for railway station | |
CN105648861B (en) | A kind of railway track measurement locating mark points method | |
CN207029202U (en) | A kind of left and right track pitch measuring |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CB03 | Change of inventor or designer information |
Inventor after: Ren Chenghao Inventor after: Xue Junren Inventor after: Wang Kai Inventor after: Zhao Jing Inventor after: Li Bo Inventor after: Liu Shijie Inventor before: Li Bo Inventor before: Zhao Jing Inventor before: Liu Shijie |
|
CB03 | Change of inventor or designer information | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201222 Termination date: 20211231 |
|
CF01 | Termination of patent right due to non-payment of annual fee |