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Impact on railway track of cars with increased axle load

https://doi.org/10.21780/2223-9731-2016-75-4-233-238

Abstract

Solving the problem of development of growing volume of traffic in the absence of reserves of available and actual capacity on a number of areas and entire directions necessitates continuous increase of train weight, as well as the use of cars with increased axle load. axle load 25 tonnes wagons is officially adopted in 2013 in Russian railways as the standard. The question of operating cars with axle load 27 tonnes is considered. Comprehensive tests have been started from 2014 at the section of the Oktyabr’skaya Railway Kovdor - Murmansk including evaluation of performance and interaction of the track and cars with axial load of 25 and 27 tonnes in trains of different mass and monitoring the accumulation of track deterioration at the volume of traffic at the level of 10 % in cars with axle load of 27 tonnes with loading capacity at around 14.6 million tonnes gross per year. In these tests was introduced a new element to determine absolute track settling against benchmarks installed out of the track, with the help of high-precision geodetic equipment. Research will be continued in 2016, but already now we can state the following: 1. With the introduction into circulation of heavy trains, including rolling stock of new mass with increased axial loads, it is necessary to evaluate not only the strength of the elements of track superstructure by the first limiting state, but also the intensity of the deterioration in track in general by second limiting state. 2. Handling of heavy train, including cars that have increased axial load, it is advisable to arrange circular routes with corresponding adjustment to the costs on current maintenance and repair of tracks. 3. Factors that take into account the presence of heavy trains and rolling stock with increased axial loads, should be included in the standard documentation, determining the cost of current maintenance of track, including the number of track servicemen, as well as the volumes of repairs.

About the Authors

V. V. Tret’Yakov
Joint Stock Company “Railway research Institute” (JSC “VNIIZhT”)
Russian Federation


I. B. Petropavlovskaya
Joint Stock Company “Railway research Institute” (JSC “VNIIZhT”)
Russian Federation


V. O. Pevzner
Joint Stock Company “Railway research Institute” (JSC “VNIIZhT”)
Russian Federation


T. I. Gromova
Joint Stock Company “Railway research Institute” (JSC “VNIIZhT”)
Russian Federation


I. V. Tret’Yakov
Joint Stock Company “Railway research Institute” (JSC “VNIIZhT”)
Russian Federation


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


I. S. Smelyanskaya
Joint Stock Company “Railway research Institute” (JSC “VNIIZhT”)
Russian Federation


A. S. Tomilenko
Joint Stock Company “Railway research Institute” (JSC “VNIIZhT”)
Russian Federation


References

1. Gapanovich V. A., Pevzner V. O., Suslov O. A., Tret’yakov V. V. Infrastruktura v usloviyakh intensifikatsii perevozok [Infrastructure in terms of intensification of transportation]. Zheleznodorozhniy transport [Railway transport], 2016, no. 3, pp. 16 – 20.

2. TsPT-52/14 Methodology to evaluate the impact of rolling stock on the track in terms of ensuring its reliability. Moscow, 2000, 38 p. (in Russ.)

3. Chernyshev M. A. Prakticheskie metody rascheta puti [Practical methods for calculating track structure]. Moscow, Transport Publ., 1967, 239 p.

4. Verigo M. F. Raschet napryazheniy v ballastnom sloe i na osnovnoy ploshchadke zemlyanogo polotna. [Calculation of stresses in ballast layer and in the main plate of the subgrade]. Trudy TsNII MPS. [Proc. of the Central Research Institute of Ministry of Railways]. Moscow, Transzheldorizdat Publ., 1955, Vyp. 97, 409 p.

5. Sergeev B. N. Polevye ispytaniya rel’sovogo puti [Field testing of railway tracks]. Peresmotr putevykh raschetov [Revision of track structure calculations]. Tsentral’nyy institut nauchnykh issledovaniy i rekonstruktsii zheleznodorozhnogo puti of NKPS [Central Institute of the scientific research and reconstruction of railway track NKPS]. Sb., Moscow, OGIZ Gostransizdat Publ., 1931, Vyp. II, pp. 7 – 29.

6. Il’yashenko A. A. Osevye nagruzki i ikh svyaz’ s osadkami zheleznodorozhnogo puti. Voprosy vzaimodeystviya puti i podvizhnogo sostava. Sb. nauch. trudov. [Axial load and its relations with railway track settlement. Issues of interaction between track and rolling stock. Collection of scientific works]. Dnerpopetrovsk, DIIT Publ., 1989, pp. 47 – 52.

7. Konshin G. G., Titov V. P., Khromov V. I., Naumova N. V. Napryazheniya i uprugie deformatsii v zemlyanom polotne pod vozdeystviem poezdov [Stresses and elastic deformations in the subgrade under the influence of trains. Trudy TsNII MPS. [Proc. of the Central Research Institute of Ministry of Railways]. Moscow, Transport Publ., 1972, Vyp. 460, 128 p.

8. Verigo M. F. Raschety puti, ikh proshloe, nastoyashchee i budushchee [Track structure calculations, its past, present and future]. Put I putevoye khozyaystvo [Tracks and track facility], 1997, no. 8, pp. 25 – 30.

9. Shakhunyants G. M. Tekuscheye soderzhanie puti [Current maintenance of the track]. Moscow, Transport Publ., 1945, 419 p.


Review

For citations:


Tret’Yakov V.V., Petropavlovskaya I.B., Pevzner V.O., Gromova T.I., Tret’Yakov I.V., Shapet’Ko K.V., Smelyanskaya I.S., Tomilenko A.S. Impact on railway track of cars with increased axle load. RUSSIAN RAILWAY SCIENCE JOURNAL. 2016;75(4):233-238. (In Russ.) https://doi.org/10.21780/2223-9731-2016-75-4-233-238

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