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Research of the accumulation of railway track deformations in the section of testing of cars with an axial load of 27 tons

https://doi.org/10.21780/2223-9731-2017-76-4-238-242

Abstract

The work of the railway track in the conditions of operating cars with increased axial loads was constantly in the sphere of attention of domestic scientists. The increase in the carrying capacity of the railway network entails an increase in the axle loads and masses of trains. This requires upgrade of railway lines, because the traffic of heavy haul trains is carried out on the subgrade designed in the end of XIX - beginning of the XX century for quite other loads that can cause a deformation of track. In 2014-2016 complex tests of cars with an axial load of 27 tons were carried out by the task of the JSC “RZD” on the Kovdor - Murmansk section of the Oktyabrskaya Railway. During 2016 (spring and autumn) a geodetic survey of the pilot site was performed, the information obtained was compared with the results of a numerical calculation. In view of the complexity of geodetic work, a method of numeric calculating the parameters of extended irregularities using Fourier transforms, obtained from track data, was appraised in the tests, which makes it possible to monitor sections with an unstable subgrade without using complex geodetic work. This method has shown that the information obtained in geodetic work (leveling) and the transformed data of the track measuring car are well correlated. The obtained data on the calculation of the parameters of extended irregularities indicate the depression of the subgrade, showing that it is necessary to examine in detail the areas where cars with increased axial loads are to be put into circulation, as well as the areas of handling of heavy haul trains in satisfactory and unsatisfactory condition based on integrated assessment of track condition. The process of track deformation, recorded during the tests, is confirmed by the data of the world experience of heavy haul traffic. Application of the method of numerical analysis of the parameters of extended irregularities with the help of the Fourier transform allows identifying places with significant changes in the parameters of extended irregularities in the analyzed period.

About the Author

K. V. Shapet’Ko
Joint Stock Company “Railway Research Institute” (JSC “VNIIZhT”)
Russian Federation


References

1. Pevzner V. O., Tret'yakov V. V., Petropavlovskaya I. B., Tret'yakov I. V., Shapet'ko K. V. Infrastruktura v usloviyakh primeneniya vagonov s povyshennymi osevymi nagruzkami [Infrastructure in conditions of using cars with increased axial loads]. Zheleznodorozhnyy transport, 2017, no. 7, pp. 58 – 61.

2. Gapanovich V. A. Voprosy vzaimodeystviya podvizhnogo sostava i infrastruktury pri tyazhelovesnom dvizhenii [Issues of the interaction of rolling stock and infrastructure under heavy haul traffic]. Zheleznodorozhnyy transport, 2016, no. 10, pp. 10 – 15.

3. Verigo M. F. Neobkhodimy kompleksnyy podkhod i aktivnye deystviya [An integrated approach and actions are needed]. Zheleznodorozhnyy transport, 1989, no. 2, pp. 44 – 48.

4. Fufryanskiy N. A. Chto pokazyvayut ispytaniya [What the tests show]. Zheleznodorozhnyy transport, 1989, no. 2, pp. 48 – 52.

5. Shakhunyants G. M. Zemlyanoe polotno [Railway subgrade]. Moscow, State Transport Railway Publishing House, 1946, 342 p.

6. Danilov V. N. Zheleznodorozhnyy put' i ego vzaimodeystvie s podvizhnym sostavom [Railway track and its interaction with rolling stock]. Moscow, Transzheldorizdat MPS Publ., 1961, 112 p.

7. Bromberg E. M., Verigo M. F., Danilov V. N., Frishman M. A. Vzaimodeystvie puti i podvizhnogo sostava [Interaction of the track and rolling stock]. Moscow, Transzheldorizdat Publ., 1956, 280 p.

8. Chernyshev M. A. Prakticheskie metody rascheta puti [Practical methods for calculating the track]. Moscow, Transport Publ., 1967, 236 p.

9. Konshin G. G., Titov V. P., Khromov V. I., Naumova N. V. Napryazheniya i uprugie deformatsii v zemlyanom polotne pod vozdeystviem poezdov. Trudy TsNII MPS [Stresses and elastic deformations in the subgrade under the influence of trains. Proc. of the Central Research Institute of the Ministry of Railways]. Moscow, Transport Publ., 1972, no. 460, pp. 100 – 118.

10. Gapanovich V. A., Pevzner V. O., Suslov O. A., Tret’yakov V. V. Infrastruktura v usloviyakh intensifikatsii perevozok [Infrastructure in conditions of traffic intensification]. Zheleznodorozhnyy transport, 2016, no. 3, pp. 16 – 20.

11. Tret’yakov V. V., Petropavlovskaya I. B., Pevzner V. O., Gromova N. I., Tret’yakov I. V., Shapet’ko K. V., Tomilenko A. S. Vozdeystvie na put' vagonov s povyshennoy osevoy nagruzkoy [Impact on the track of cars with increased axial load]. Vestnik VNIIZhT [Vestnik of the Railway Research Institute], 2016, Vol. 75, no. 4, pp. 233 – 238. DOI: http://dx.doi.org/10.21780/2223-9731-2016-75-4-233-238.

12. Zakharov S. M., Shenfeld K. P. Razvitie tyazhelovesnogo dvizheniya v mire [Worldwide development of heavy haul transport]. Vestnik VNIIZHT [Vestnik of the Railway Research Institute], 2013, no. 4, pp. 9 – 18.

13. Nogy Eurlng. Levente Railway Earthworks instability diagnosis using track geometry measurement data – CCQ and Top 35 m. Eurlng Levente Nogy. Permanent Way Institution, 2016, Vol. 134, no. 2, pp. 18 – 25.

14. Bilev I. V. Povyshenie propusknoy sposobnosti na uchastke Malenga – Obozerskaya Severnoy direktsii infrastruktury [The increase in capacity at the Malenga – Obozerskaya section of the Northern Infrastructure Directorate]. Railway Track and Facilities, 2017, no. 6, pp. 20 – 23.

15. Kistanov I. A. Osobennosti raboty zheleznodorozhnogo zemlyanogo polotna v usloviyakh povyshennoy intensivnosti dvizheniya poezdov. Trudy UEMIIT [Features of the work of the railway subgrade in conditions of increased traffic of trains. Proc. of UEMIIT]. Ekaterinburg, 1977, no. 56, pp. 36 – 40.

16. Maykovskiy G. Analiz matematicheskoy modeli zemlyanogo polotna zheleznodorozhnogo puti [Analysis of mathematical models of railway track subgrade]. Zheleznye dorogi mira [World railways], 1981, no. 2, pp. 59 – 78.


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For citations:


Shapet’Ko K.V. Research of the accumulation of railway track deformations in the section of testing of cars with an axial load of 27 tons. RUSSIAN RAILWAY SCIENCE JOURNAL. 2017;76(4):238-242. (In Russ.) https://doi.org/10.21780/2223-9731-2017-76-4-238-242

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ISSN 2223-9731 (Print)
ISSN 2713-2560 (Online)