Original research articleResearch on the measurement of the rail straightness based on the outer boundary support point model
Introduction
In recent years, high-speed railways have undergone rapid development, resulting not only in economic growth, but also in higher requirements for high-quality railway construction. Straightness is a geometrical feature to evaluate rail quality [1], and refers to the roughness perpendicular to the rail reference plane, which directly affects the running speed, and therefore the safety of train [2].
Many straightness measurement methods for rails have been proposed [3]. In the recent years, systems tend to use noncontact techniques, mainly based on automated visual inspection using structured light [[4], [5], [6], [7], [8]]. For example, machine vision methods that use different light sources to scan the surface of the rails, are also used to detect straightness. Other methods are based on a laser triangular ranging principle using distance sensors [9].
The most widely used method in rail welding plants is to use an electronic straightness ruler, such as the SEC-RC electronic ruler, which is placed on the rail ridge lines, and the measurement results are sent wirelessly via Bluetooth to an embedded handled computer, which records the straightness results.
In this paper, an accurate and convenient approach is proposed to measure rail straightness. This method avoids human
errors during the rail quality evaluation, and significantly promotes the development of fully automatic non-contact rail straightness detection. The rest of the paper is organized as follows: Section summarizes the related standards, Section describes the proposed approach, Section shows the experimental results and Section presents conclusions.
Section snippets
Previous measurement
At present the rail straightness in major welding rail factories in China is mainly measured using a straightness ruler, when placed on the surface of the rail, the device will automatically find two support points under the influence of gravity. Measuring workers can measure the straightness imperfection between the bottom of the straightness ruler and the top surface of the rail using a feeler. The physical measurement diagram is shown in Fig. 1.
Straightness imperfection to be detected
In this study the possible imperfections are
Vision system-non-contact measurement
Using this method, the top and side straightness curves of the rail are obtained using laser profilers[10], as shown in Fig. 3. Four high-precision laser profilers are installed inside the inspection platform, and form a structured light measurement system. When the measurement is started, the rails do not move, and the four laser profilers installed inside the inspection platform move along with the platform to scan the rails.
This system scans the rail from the top, left, right and bottom
Straightness error measurement experiment
According to the above proposed straightness curve process algorithm, the same rail front 2.5 m part is measured repeatedly to verify the repeatability of the method. Table 1 shows the straightness error repeatability test results, the maximum range of fluctuation in the 10 measurements is 0.25 mm, which shows that the measurement data has good stability.
In addition to verifying the repeatability of the method, it is necessary to examine its accuracy. The experimental results about the
Conclusion
In this paper, the non-contact vision system is used to replace the artificial use of the physical straightness ruler and feeler to measure the top straightness error. It has certain enhancing and reference significance, for realizing automation and intelligence on the rail straightness measurement.
Regarding the outer boundary support point model, straightness curve process algorithm are used, to meet the GB/T2344 standards, reducing the error caused by data anomaly and making the rail
Declaration of Competing Interest
The authors report no declarations of interest.
Acknowledgement
This research was funded by the National Natural Science Foundation of China (61701296 and U1831133) and Shanghai Natural Science Foundation (17ZR1443500) and Baoshan Science and Technology Innovation Special Fund (17-C-21).
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