Rail stress detection system and method

• US 8,934,007 B2
• Filed: 03/23/2012
• Issued: 01/13/2015
• Est. Priority Date: 03/24/2011
• Status: Active Grant

• Current Assignee: Loram Technologies Incorporated (Loram Maintenance of Way, Inc.)
• Original Assignee: Georgetown Rail Equipment Company (Loram Maintenance of Way, Inc.)
• Inventors: Snead, Edwin deSteiguer
• Primary Examiner(s): Rao, Andy
• Assistant Examiner(s): ELAHI, SHAN E
• Application Number:
  US13/428,215
• Publication Number:
  US 20130070083A1
• Time in Patent Office: 1,026 Days
• Field of Search: 348/125
• US Class Current: 348/125
• CPC Class Codes: B61L 23/044 Broken rails
• CPC Class Codes: B61L 23/045 Rail wear
• CPC Class Codes: B61L 23/047 Track or rail movements
• CPC Class Codes: B61L 23/048 Road bed changes, e.g. road bed erosion
• CPC Class Codes: G01L 1/00 Measuring force or stress, in general measuring force due to impact G01L5/00
• CPC Class Codes: G01L 1/24 by measuring variations of optical properties of material when it is stressed, e.g. by photoelastic stress analysis using infrared, visible light, ultraviolet

Abstract

A system for detecting stress in rails includes a railcar, having a rail temperature detector, and a rail imaging device oriented to produce images of rail joints and rail anchors. The imaging device and temperature detector are connected to a computer controller, which is programmed to provide an output signal indicative of estimated axial stress in the rail based upon rail temperature and the images of at least one of the rail joints and rail anchors.

Claims

1. A system for detecting axial stress in rails, comprising:

a rail vehicle, having

a rail temperature detector;

a rail imaging device, oriented to produce images of at least one of a rail joint and a rail anchor;

a rail incline detector, selected from the group consisting of an inclinometer and a GPS device, the GPS device being adapted to pinpoint a location of the rail joint or rail anchor; and

a computer controller, coupled to the rail imaging device and the temperature detector, programmed to estimate axial stress in the rail, and to provide an output signal indicative of the estimated axial stress in the rail, based upon rail temperature and at least one of a size of a rail gap at the rail joint and a distance of slippage of the rail anchor relative to its intended position, based upon the images of the at least one of the rail joint and rail anchor.

2. A system in accordance with claim 1, wherein the computer controller is programmed to estimate axial stress in the rail further in view of and the rail incline.

3. A system in accordance with claim 1, wherein the rail temperature detector comprises an infrared thermometer, oriented toward the rail.

4. A system in accordance with claim 1, wherein the rail vehicle is selected from the group consisting of a railcar, a locomotive, and a hi-rail vehicle.

5. A system in accordance with claim 1, wherein the GPS device is configured to provide a signal indicative of a position of the vehicle.

6. A system in accordance with claim 1, wherein the rail imaging device comprises a laser emitter, configured to project a laser line across the rail, and a camera, configured to take successive images of the projected line as the rail vehicle moves along the rail, and to send a corresponding image data signal to the computer controller.

7. A system in accordance with claim 6, further comprising a processor, associated with the camera, programmed to convert the captured images of the projected line into a dimensional profile, and to send a signal indicative thereof to the computer controller.

8. A method for detecting axial stress in a rail, comprising:

detecting a size of a rail gap at a rail joint;

detecting an incline of the rail at a location of the rail joint using one of an inclinometer and a GPS device;

determining the location of the rail joint using the GPS device;

detecting a temperature of the rail at the rail joint; and

estimating axial stress in the rail using a computer controller that is programmed to estimate axial stress in the rail based upon the size of the gap and at least one of the rail temperature and the incline of the rail.

9. A method in accordance with claim 8, further comprising detecting a distance of slippage of a rail anchor relative to its intended position, and estimating axial stress in the rail based additionally upon the distance of slippage of the rail anchor.

10. A method in accordance with claim 8, wherein detecting the rail temperature comprises detecting the rail temperature using an infrared thermometer, oriented toward the rail.

11. A method in accordance with claim 8, wherein the step of detecting the size of the rail gap at the rail joint comprises:

projecting a laser line across the rail with a laser emitter attached to a rail vehicle;

taking successive images of the projected line with a camera attached to the rail vehicle as the rail vehicle travels along the rail; and

sending an image data signal to a computer controller programmed to analyze the successive images to recognize the rail gap and to determine the size of the rail gap.

12. A method in accordance with claim 8, further comprising estimating axial stress in the rail based additionally upon the location of the rail joint determined using the GPS device.

13. A method for detecting axial stress in a rail, comprising:

detecting a distance of slippage of a rail anchor relative to its intended position;

detecting an incline of the rail at a location of the rail anchor using one of an inclinometer and a GPS device;

determining the location of the rail anchor using the GPS device;

detecting a temperature of the rail at the location of the rail anchor; and

estimating axial stress in the rail using a computer controller that is programmed to estimate axial stress in the rail based upon the distance of slippage and at least one of the rail temperature and the incline of the rail.

14. A method in accordance with claim 13, further comprising detecting a size of a rail gap at a rail joint, and estimating axial stress in the rail based additionally upon the size of the gap.

15. A method in accordance with claim 13, wherein detecting the rail temperature comprises detecting the rail temperature using an infrared thermometer, oriented toward the rail.

16. A method in accordance with claim 13, wherein the step of detecting the distance of slippage of the rail anchor relative to its intended position comprises:

projecting a laser line across the rail with a laser emitter attached to a rail vehicle;

taking successive images of the projected line with a camera attached to the rail vehicle as the rail vehicle travels along the rail; and

sending an image data signal to a computer controller programmed to analyze the successive images to recognize the anchor and to determine the distance of slippage.

17. A method in accordance with claim 13, further comprising estimating axial stress in the rail based additionally upon the location of the rail anchor determined using the GPS device.