Automated track surveying and ballast replacement

• US 9,051,695 B2
• Filed: 06/17/2014
• Issued: 06/09/2015
• Est. Priority Date: 10/18/2011
• Status: Active Grant

• Current Assignee: Herzog Railroad Services, Inc.
• Original Assignee: Herzog Railroad Services, Inc.
• Inventors: Landes, Nathan A., Bounds, Ivan E.
• Primary Examiner(s): Cheung, Mary
• Assistant Examiner(s): MAZZARA, ANNE MARIE
• Application Number:
  US14/306,333
• Publication Number:
  US 20140297069A1
• Time in Patent Office: 357 Days
• Field of Search: 701/19
• US Class Current: 1/1
• CPC Class Codes: E01B 27/02 Placing the ballast; Making ballastway; Redistributing ballasting material; Machines or devices therefor; Levelling means
• CPC Class Codes: E01B 35/00 Applications of measuring apparatus or devices for track-building purposes apparatus on locomotives or cars to indicate or record bad track sections B61K9/00; measuring angles, linear dimensions, or irregularities in general G01B, G01C

Abstract

A method of surveying a section of a railway to determine amounts of ballast to be replaced keyed to position coordinates of track locations includes moving a survey vehicle along the railway, optically scanning the track at selected intervals to obtain optical data points with associated position coordinates, recording images at the intervals with position coordinates, recording position coordinates of no-spread zones, processing the optical data points to derive ballast unit weights associated with locations along the track, detecting anomalous unit weights, accessing images associated with the locations of the anomalous unit weights, accessing the anomalous unit weights to adjust as necessary, and loading the adjusted data into a computer of a ballast train to control the application of replacement ballast along the track according to the detected position of the ballast train.

Claims

1. A method for automated track surveying and ballast replacement and comprising the steps of:

(a) moving a survey vehicle along a section of a railway;

(b) obtaining survey vehicle position coordinates of said survey vehicle at intervals spaced along said section of railway using a survey vehicle position coordinate system and storing said position coordinates in a survey computer system;

(c) concurrently;

(1) scanning said railway to obtain position referenced track profile data points at each of said intervals and storing said track profile data points in said survey computer system; and

(2) recording image data of said railway at each of said intervals using an image recording device and storing said image data in said survey computer system;

(d) processing said track profile data points to obtain a ballast replacement data file including ballast replacement unit weights per selected unit of length of said railway section, each ballast replacement unit weight being positionally associated with a corresponding unit of said railway section;

(e) processing said ballast replacement unit weights to detect anomalous unit weights among said ballast replacement unit weights of said data file;

(f) displaying image data corresponding with any unit of said railway section associated with an anomalous unit weight to enable review of such image data;

(g) providing access to said anomalous unit weights of said data file to enable adjustment thereof to appropriate levels in response to reviewing image data associated therewith; and

(h) loading said survey vehicle position coordinates and data representing said unit weights, including adjusted unit weights, into a ballast distribution computer controlling distribution of ballast from ballast distribution cars of a ballast train to thereby distribute said unit weights of ballast to corresponding units of length of said railway section.

2. The method as set forth in claim 1 wherein said step of recording image data includes the step of:

(a) recording panoramic image data of said railway at each of said intervals in said survey computer system.

3. The method as set forth in claim 1 and including the step of:

(a) entering end locations of ballast no-spread zones along the railway section into said survey computer system concurrently with the steps of scanning said railway and recording image data of said railway.

4. The method as set forth in claim 1 and including the step of:

(a) obtaining said track profile data points by optically scanning said railway using a laser scanning device.

5. The method as set forth in claim 1 wherein a negative ballast replacement unit weight comprises an anomalous unit weight.

6. A method for automated track surveying and anomaly detection comprising the steps of:

(a) moving a survey vehicle along a section of a railway;

(b) obtaining survey vehicle position coordinates of said survey vehicle at intervals spaced along said section of railway using a survey vehicle position coordinate system and storing said position coordinates in a survey computer system;

(c) concurrently;

(1) scanning said railway to obtain position referenced track profile data points at each of said intervals and storing said track profile data points in said survey computer system;

said track profile data points including data points corresponding to a side of a ballast bed; and

(2) recording image data of said railway at each of said intervals using an image recording device and storing said image data in said survey computer system;

(d) processing said track profile data points to obtain a sidewall slope comprising an approximation of a slope of a sidewall of the ballast bed, each sidewall slope being positionally associated with a corresponding unit of said railway section;

(e) processing said sidewall slopes to detect anomalous slopes outside a range of accepted slopes;

(f) displaying image data corresponding with any unit of said railway section associated with an anomalous slope to enable review of such image data.

7. A method for automated track surveying and anomaly detection comprising the steps of:

(a) moving a survey vehicle along a section of a railway;

(b) obtaining survey vehicle position coordinates of said survey vehicle at intervals spaced along said section of railway using a survey vehicle position coordinate system and storing said position coordinates in a survey computer system;

(c) concurrently;

(1) scanning said railway to obtain position referenced track profile data points at each of said intervals and storing said track profile data points in said survey computer system;

said track profile data points including data points corresponding to a side of a ballast bed; and

(2) recording image data of said railway at each of said intervals using an image recording device and storing said image data in said survey computer system;

(d) processing said track profile data points to obtain a ballast replacement data file including ballast replacement unit weights per selected unit of length of said railway section, each ballast replacement unit weight being positionally associated with a corresponding unit of said railway section and to obtain a sidewall slope comprising an approximation of a slope of a sidewall of the ballast bed, each sidewall slope being positionally associated with a corresponding unit of said railway section;

(e) processing said sidewall slopes to detect anomalous slopes outside a range of accepted slopes;

(f) displaying image data corresponding with any unit of said railway section associated with an anomalous slope to enable review of such image data;

(g) providing access to said data file to enable adjustment of said ballast replacement unit weights in response to reviewing image data associated with an anomalous slope; and

(h) loading said survey vehicle position coordinates and data representing said unit weights, including adjusted unit weights, into a ballast distribution computer controlling distribution of ballast from ballast distribution cars of a ballast train to thereby distribute said unit weights of ballast to corresponding units of length of said railway section.

8. The method as set forth in claim 7 wherein said step of recording image data includes the step of:

(a) recording panoramic image data of said railway at each of said intervals in said survey computer system.

9. The method as set forth in claim 7 and including the step of:

(a) entering end locations of ballast no-spread zones along the railway section into said survey computer system concurrently with the steps of scanning said railway and recording image data of said railway.

10. The method as set forth in claim 7 and including the step of:

(a) obtaining said track profile data points by optically scanning said railway using a laser scanning device.