Method for applying extensometric sensors in railway tracks

• US 8,892,368 B2
• Filed: 03/05/2010
• Issued: 11/18/2014
• Est. Priority Date: 03/05/2009
• Status: Active Grant

• Current Assignee: Product Concept Development, Inc., Product & Process Dvelopment, S.L.
• Original Assignee: Product Concept Development, Inc.
• Inventors: Saracho Rotaeche, Luis Maria, Arostegui Camacho, Iker Unai
• Primary Examiner(s): Kundu, Sujoy
• Assistant Examiner(s): Lee, Paul D
• Application Number:
  US13/203,668
• Publication Number:
  US 20110313686A1
• Time in Patent Office: 1,719 Days
• Field of Search: 702/34, 702/41, 702/42, 702/113
• US Class Current: 702/42
• CPC Class Codes: B61K 9/08 Measuring installations for surveying permanent way applications of measuring apparatus or devices for track building purposes E01B35/00; measuring techniques G01
• 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: 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
• CPC Class Codes: G01B 21/32 for measuring the deformation in a solid
• CPC Class Codes: G01B 7/16 for measuring the deformation in a solid, e.g. by resistance strain gauge
• CPC Class Codes: G01L 1/22 using resistance strain gauges
• CPC Class Codes: G01L 1/2206 Special supports with preselected places to mount the resistance strain gauges; Mounting of supports
• CPC Class Codes: G01L 1/2225 the direction being perpendicular to the central axis
• CPC Class Codes: G01L 1/2237 the direction being perpendicular to the central axis
• CPC Class Codes: G01L 1/2287 constructional details of the strain gauges adjustable resistors H01C10/00

Abstract

The invention relates to a method for applying extensometric sensors in railway tracks, in combination with electronic equipment and a post-processing of the signals and data obtained to measure the stresses on railway tracks and the like, as well as to measure contact forces between the wheel of the vehicle or train and the actual rail on which it is travelling. According to the method, the following is performed: capturing micro-deformations in a known point of the track; analyzing these micro-deformations; identifying the element corresponding to the micro-deformation signal peaks coinciding with the passage of the train over one of the cross members of the track; analyzing the micro-deformation signal peaks previously identified; obtaining signals by means of sensors (5) arranged in plates (6) screwed to the rail (7); and finally calibrating each detected micro-deformation peak and the relationship thereof with the magnitudes to be measured.

Claims

1. A method for applying extensometric sensors in railway tracks using electronic analog/digital signal recording equipment and software algorithms to measure mechanical magnitudes in a wheel-rail contact in railways, the method comprising:

installing extensometric sensors on railway tracks, the extensometric sensors being disposed on first and second aluminum plates arranged on respective sides of a rail in a portion of a railway track, wherein the extensometric sensors are arranged in fours in each respective plate, two of them on an upper part of each respective plate, one placed perpendicularly to another, and another two on a lower part of each respective plate, one placed parallel to another, the extensometric sensors being adapted to measure micro-deformations in the rail;

wherein the two sensors on the upper part of a respective plate on one side of the rail, together with two sensors on an upper part of a corresponding plate placed symmetrically on the other side of the rail form a complete Wheatstone bridge, only sensitive to tensions and compressions produced in the portion of the track and providing a measurement of a vertical force or weight produced thereon;

whereas the two sensors on the lower part of the respective plate, together with two sensors on a lower part of the corresponding plate placed symmetrically in the other side of the rail form another complete Wheatstone bridge only sensitive to the bending of the rail in the portion of the track, measuring a moment produced and a lateral force which portion of the track is subjected to.

2. The method according to claim 1, wherein each plate is formed as a complete Wheatstone bridge such that by means of an algebraic summation of its signals the axial deformation is obtained, and a difference allows obtaining a bending deformation due to the moment.

3. The method according to claim 1, wherein the plate containing the extensometric sensors is screwed to a web of the rail, being set therein by means of shims made based on a curvature of each type of rail such that the plate remains placed in a vertical position, a placement site of the plate being a part of the web of the rail which coincides with a center of a shaft of one or more cross members on which the track is set, such that the sensors capture a reaction of forces acting on the portion of the rail.

4. The method according to claim 3, wherein the recording equipment is connected to a computer, the computer being connected to a local area network (“

LAN”

), the computer being further provided with a computer software comprising one or more processing algorithms for calculating magnitudes of stresses and wheel-rail contact forces from measured signals, calculations related to direct magnitudes measured and time, and a front incidence angle of a train upon entering a bend and a speed of the train.

5. The method according to claim 1, wherein an interconnection of the plates with electronic recording equipment is provided with a capacity for recording and converting recorded analog-digital signals, with or without capacity for storing thereof.

6. The method according to claim 5, wherein a plurality of pairs of plates of sensors are placed on a same rail, the pairs being separated by a predetermined distance such that algorithms adapted to analyze micro-deformation peaks at locations associated with the plates of sensors and times at which the peaks are produced, allow calculating indirect magnitudes of speed and acceleration of a train.

7. The method according to claim 1, wherein two groups of plates of sensors are placed, one in a web of an outer rail and another in a web of an inner rail of a bend of a track, radially in a same point with respect to cross members, wherein one or more algorithms compare a phase shift time of a signal coming from the outer rail with respect to the inner rail and knowing a speed of a train to enable obtaining a front incidence angle of the train in the bend based on the following formulas:

e=v·

t,

wherein e=space traveled, v=speed of the train or vehicle, and t=time; and

[Φ

]=arctan(e/d),

wherein [Φ

]=front incidence angle, e=space traveled and d=distance between inner and outer rail.

8. The method according to claim 1, wherein the electronic equipment are calibrated based on application of a known force in a measurement point (above a cross member) and in each measurement direction (vertical and horizontal) by means of vehicles with known weight (vertical stresses) and load cells measuring forces applied with hydraulic jacks (horizontal stresses) as well as by means of data obtained in a theoretical manner using calculation techniques and computer numerical simulation techniques.

9. The method according to claim 1, further comprising a computer adapted to calculate magnitudes of stresses and forces of wheel-rail contact, the computer comprising one or more algorithms programmed for instantaneous processing of signals coming from the sensors through recording equipment, calculating direct and indirect magnitudes of objects of analysis, detecting times in which each measured signal peak is given, interpolating and resampling, converting values of recorded electric signals to engineering magnitudes of force, and returning results in a legible form via the computer.