GB2429783A - Stress free temperature variation monitor for railway tracks - Google Patents
Stress free temperature variation monitor for railway tracks Download PDFInfo
- Publication number
- GB2429783A GB2429783A GB0518049A GB0518049A GB2429783A GB 2429783 A GB2429783 A GB 2429783A GB 0518049 A GB0518049 A GB 0518049A GB 0518049 A GB0518049 A GB 0518049A GB 2429783 A GB2429783 A GB 2429783A
- Authority
- GB
- United Kingdom
- Prior art keywords
- rail
- stress
- stress free
- free temperature
- temperature variation
- 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- Withdrawn
Links
- 230000008602 contraction Effects 0.000 claims abstract description 3
- 238000000034 method Methods 0.000 abstract description 2
- 238000012806 monitoring device Methods 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 4
- 238000012544 monitoring process Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61K—AUXILIARY EQUIPMENT SPECIALLY ADAPTED FOR RAILWAYS, NOT OTHERWISE PROVIDED FOR
- B61K9/00—Railway vehicle profile gauges; Detecting or indicating overheating of components; Apparatus on locomotives or cars to indicate bad track sections; General design of track recording vehicles
- B61K9/08—Measuring installations for surveying permanent way
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61K—AUXILIARY EQUIPMENT SPECIALLY ADAPTED FOR RAILWAYS, NOT OTHERWISE PROVIDED FOR
- B61K9/00—Railway vehicle profile gauges; Detecting or indicating overheating of components; Apparatus on locomotives or cars to indicate bad track sections; General design of track recording vehicles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61L—GUIDING RAILWAY TRAFFIC; ENSURING THE SAFETY OF RAILWAY TRAFFIC
- B61L1/00—Devices along the route controlled by interaction with the vehicle or train
- B61L1/02—Electric devices associated with track, e.g. rail contacts
- B61L1/06—Electric devices associated with track, e.g. rail contacts actuated by deformation of rail; actuated by vibration in rail
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
- G01B11/02—Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness
- G01B11/026—Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness by measuring distance between sensor and object
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01L—MEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
- G01L1/00—Measuring force or stress, in general
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01L—MEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
- G01L1/00—Measuring force or stress, in general
- G01L1/24—Measuring force or stress, in general by measuring variations of optical properties of material when it is stressed, e.g. by photoelastic stress analysis using infrared, visible light, ultraviolet
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S1/00—Beacons or beacon systems transmitting signals having a characteristic or characteristics capable of being detected by non-directional receivers and defining directions, positions, or position lines fixed relatively to the beacon transmitters; Receivers co-operating therewith
- G01S1/70—Beacons or beacon systems transmitting signals having a characteristic or characteristics capable of being detected by non-directional receivers and defining directions, positions, or position lines fixed relatively to the beacon transmitters; Receivers co-operating therewith using electromagnetic waves other than radio waves
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S17/00—Systems using the reflection or reradiation of electromagnetic waves other than radio waves, e.g. lidar systems
- G01S17/88—Lidar systems specially adapted for specific applications
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Mechanical Engineering (AREA)
- Electromagnetism (AREA)
- Computer Networks & Wireless Communication (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Automation & Control Theory (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Length Measuring Devices By Optical Means (AREA)
Abstract
A measuring and monitoring device, which is fitted as a temporary or permanent fixture on to continuous welded rails. The device measures the linear expansion or contraction in the rail and compares the movement to a calibrated length. This process enables the rail stress and the Stress Free Temperature to be calculated. The main embodiment consists of a laser range finder and a reflector placed at two separate points along the rail. Distance is measured and the stress state is calculated.
Description
PAGE (1) I. TITLE Stress Free Temperature Variation Monitor
2. BACKGROUND
When continuously welded rails are installed on the rail network, they are stretched to a length, before welding, which they would be if the temperature were 27 degrees C. Thus the rails are always in tension provided that the rail temperature does not exceed 27 degrees C. If the latter temperature exceeds 27 degrees C then the rails, pass the stress free point and go into compression, and ultimately a buckle situation will occur. Once a rail is installed with an SFT of 27 degrees C., the tension in the rail will fall with the passage of time, and other influences. Thus the SFT will fall, reducing the stability in the rail.
Both events described will create dangerous conditions for rail traffic, and Rail Engineers are always keen to know what the stress free temperature of any rail is to ensure safe running of trains.
3. STATEMENT OF INVENTION
To overcome the above problems, the present invention proposes to monitor the amount of linear expansion or contraction in the rail, by using a laser range finder, or other measuring device. The changes in rail length can be measured accurately and compared with the original calibration length taken, which was recorded at a known temperature on installation. The change in length caused by changes in temperature will enable the rail stress & S.F.T. to be calculated.
PAGE (2) 4. ADVANTAGES The holes in the rail, which are required for mounting the measuring equipment, can be put in the rail during manufacture, during installation, or after installation. The equipment can be installed and left to monitor SFT permanently, or SFT checks can be made on any time intervals deemed necessary by engineers without disrupting trains, or requiring a full possession.
5. EXAMPLE
An example of the invention will now be described by referring to the accompanying drawing.
Figure 1. shows a typical installation
6. DESCRIPTiON
The first procedure is to drill two precision holes in a rail at a given distance apart when the rail is at constant temperature. The rail temperatures are measured by using temperature sensors inserted part way through each hole in the web of the rail. On the opposite side of each hole a steel pin is inserted.
One pin carries a reflector plate, whose surface is exactly on the centre line of the pin.
The second pin carries plates, which support a laser range finder head, which measures the exact distance between the centres of each pin in the rail. The distance between the two pins, at constant temperature are recorded in a data logger. As rail temperatures change the rail will expand or contract, thus enabling the change in distance between the pins to be measured. By knowing the co efficient of linear expansion, the rail temperature and length and the PAGE (3) change in distance between the pins, the stress free temperature, and stress levels in the rail can be calculated, automatically and displayed. The laser equipment can be mounted vertically above the rail as in figure 1, or it can be mounted horizontally, i.e. at 90 degrees to the rail, which would allow the passage of trains during monitoring. Information from the laser range finder may be retrieved through a hand held data logger and computer, or it can be fed by cable to a lineside box, for constant monitoring and transmission back to a nominated signal box or control room, via an auto dial telemetry link.
Claims (1)
- PAGE (4)We claim the Patent Rights to the principle of measuring the variations in expansion and contraction of welded rails (however this may be measured) to determine the stress in the rails and the Stress Free Temperature.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB0518049A GB2429783A (en) | 2005-09-06 | 2005-09-06 | Stress free temperature variation monitor for railway tracks |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB0518049A GB2429783A (en) | 2005-09-06 | 2005-09-06 | Stress free temperature variation monitor for railway tracks |
Publications (2)
Publication Number | Publication Date |
---|---|
GB0518049D0 GB0518049D0 (en) | 2005-10-12 |
GB2429783A true GB2429783A (en) | 2007-03-07 |
Family
ID=35220880
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB0518049A Withdrawn GB2429783A (en) | 2005-09-06 | 2005-09-06 | Stress free temperature variation monitor for railway tracks |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB2429783A (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103043079A (en) * | 2012-12-21 | 2013-04-17 | 江苏睿励信息科技研究院有限公司 | Online stress and temperature monitoring system of chain-net type seamless steel rail |
CN104176091A (en) * | 2014-08-28 | 2014-12-03 | 华东交通大学 | Real-time continuous welded rail temperature and temperature stress monitoring system |
CN104596426A (en) * | 2015-01-19 | 2015-05-06 | 内蒙古包钢钢联股份有限公司 | Bridge crane span measuring device |
CN105182354A (en) * | 2015-07-16 | 2015-12-23 | 山东钢铁股份有限公司 | Continuously-casted slab measuring device and use method thereof |
US20160054445A1 (en) * | 2013-01-25 | 2016-02-25 | The Chugoku Electric Power Co., Inc. | Distance measurement system and distance measurement method |
CN105784269A (en) * | 2016-04-21 | 2016-07-20 | 温州大学 | Laser ultrasonic method-based steel rail temperature stress calibration platform |
EP3118647A1 (en) * | 2014-03-12 | 2017-01-18 | The Chugoku Electric Power Co., Inc. | Distance measuring apparatus and distance measuring method |
CN108423031A (en) * | 2018-03-27 | 2018-08-21 | 株洲时代电子技术有限公司 | A kind of gapless track microdisplacement measurement method |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115839668B (en) * | 2023-02-16 | 2023-04-25 | 山西仲测计量研究院有限公司 | Mechanical part hole spacing measuring device |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1518359A (en) * | 1977-02-02 | 1978-07-19 | Strainstall Ltd | Force measurement |
US4526039A (en) * | 1983-06-23 | 1985-07-02 | The United States Of America As Represented By The Secretary Of Transportation | Removable strain gauge fixture and method for measuring accumulated strain in a material |
WO1994020847A1 (en) * | 1993-03-03 | 1994-09-15 | Herzog Contracting Corp. | Dynamic rail longitudinal stress measuring system |
JP2001108414A (en) * | 1999-10-14 | 2001-04-20 | Nagoya Railroad Co Ltd | Rail variation quantity measuring method and its measuring instrument |
GB2362471A (en) * | 2000-01-19 | 2001-11-21 | James Eric Turner | Rail stress measurement |
WO2004077003A1 (en) * | 2003-02-25 | 2004-09-10 | Aea Technology Plc | Measurement of residual and thermally-induced stress in a rail |
-
2005
- 2005-09-06 GB GB0518049A patent/GB2429783A/en not_active Withdrawn
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1518359A (en) * | 1977-02-02 | 1978-07-19 | Strainstall Ltd | Force measurement |
US4526039A (en) * | 1983-06-23 | 1985-07-02 | The United States Of America As Represented By The Secretary Of Transportation | Removable strain gauge fixture and method for measuring accumulated strain in a material |
WO1994020847A1 (en) * | 1993-03-03 | 1994-09-15 | Herzog Contracting Corp. | Dynamic rail longitudinal stress measuring system |
JP2001108414A (en) * | 1999-10-14 | 2001-04-20 | Nagoya Railroad Co Ltd | Rail variation quantity measuring method and its measuring instrument |
GB2362471A (en) * | 2000-01-19 | 2001-11-21 | James Eric Turner | Rail stress measurement |
WO2004077003A1 (en) * | 2003-02-25 | 2004-09-10 | Aea Technology Plc | Measurement of residual and thermally-induced stress in a rail |
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103043079A (en) * | 2012-12-21 | 2013-04-17 | 江苏睿励信息科技研究院有限公司 | Online stress and temperature monitoring system of chain-net type seamless steel rail |
US20160054445A1 (en) * | 2013-01-25 | 2016-02-25 | The Chugoku Electric Power Co., Inc. | Distance measurement system and distance measurement method |
EP2950041A4 (en) * | 2013-01-25 | 2016-10-19 | Chugoku Electric Power | Distance measurement system and distance measurement method |
US9766058B2 (en) * | 2013-01-25 | 2017-09-19 | The Chugoku Electric Power Co., Inc. | Distance measurement system and distance measurement method |
EP3118647A1 (en) * | 2014-03-12 | 2017-01-18 | The Chugoku Electric Power Co., Inc. | Distance measuring apparatus and distance measuring method |
EP3118647A4 (en) * | 2014-03-12 | 2017-03-29 | The Chugoku Electric Power Co., Inc. | Distance measuring apparatus and distance measuring method |
CN104176091A (en) * | 2014-08-28 | 2014-12-03 | 华东交通大学 | Real-time continuous welded rail temperature and temperature stress monitoring system |
CN104596426A (en) * | 2015-01-19 | 2015-05-06 | 内蒙古包钢钢联股份有限公司 | Bridge crane span measuring device |
CN105182354A (en) * | 2015-07-16 | 2015-12-23 | 山东钢铁股份有限公司 | Continuously-casted slab measuring device and use method thereof |
CN105784269A (en) * | 2016-04-21 | 2016-07-20 | 温州大学 | Laser ultrasonic method-based steel rail temperature stress calibration platform |
CN105784269B (en) * | 2016-04-21 | 2018-08-28 | 温州大学 | Railroad's Temperature Stress calibrating platform based on laser-ultrasound method |
CN108423031A (en) * | 2018-03-27 | 2018-08-21 | 株洲时代电子技术有限公司 | A kind of gapless track microdisplacement measurement method |
Also Published As
Publication number | Publication date |
---|---|
GB0518049D0 (en) | 2005-10-12 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CA2574428C (en) | System and method for determining rail safety limits | |
CA2607634C (en) | Stress monitoring system for railways | |
AU644717B2 (en) | Process for determining and controlling railroad rail's neutral temperature to prevent track buckling and rail fractures | |
CN102108657B (en) | Method and device for monitoring state of ballastless track structure through fibber bragg grating sensing | |
US10392035B2 (en) | Method and apparatus to determine structural parameters of a railway track | |
US10317256B2 (en) | Monitoring transportation systems | |
CN108279037B (en) | A kind of layout method of subway track structure real-time monitoring system | |
CN107858883A (en) | A kind of rail system safe condition comprehensive monitoring and intelligent analysis method | |
US20120245908A1 (en) | Method for determining the stress free temperature of the rail and/or the track resistance | |
GB2429783A (en) | Stress free temperature variation monitor for railway tracks | |
Lau et al. | Structural health monitoring of three cable-supported bridges in Hong Kong | |
KR100950324B1 (en) | New construction joint dvice displacement detection system of railway rail | |
CN100429106C (en) | Force detector and detection method for stress generated by defferent temp of long rail | |
KR102413411B1 (en) | Load test device for railway bridges and method of measuring the sagging of rails using the same | |
EP4155164A1 (en) | Method, system, and software code for estimating temperature-related forces in railway lines | |
KR20190113212A (en) | Smart Sleeper with function of Damage Evaluation for Railway Line | |
NL2030518B1 (en) | Method and system for measuring rail spatter of a section of railway rails. | |
Lan et al. | Experimental study on test of wheel-rail impact based on iron plate strain of fastener system | |
Velarde et al. | Use of embedded sensors to evaluate performance of traffic speed deflection devices | |
Riedel et al. | QUICK‐B‐WIM: Large scale application of a moving force identification method on a railway bridge | |
CN202255330U (en) | High-speed railway CRTS-II plate type ballastless track bridge abutment horizontal displacement testing device | |
EP1955010B1 (en) | System and method for simultaneously controlling and storing the physical parameters during the internal stress adjustment operations in the long welded rail installation | |
Gräbe et al. | An intelligent condition monitoring system for the management of continuously welded rails | |
Peltier et al. | Measuring degradation of bonded insulated rail joints | |
Brick et al. | Field-testing of noise abatement measures |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
WAP | Application withdrawn, taken to be withdrawn or refused ** after publication under section 16(1) |