Govorukha, V.V., Kizilov, V.K., Sobko, T.P., Semidetnaia, L.P. Forming of anchor intermediate rail fastening of innovative technical level
- Details
- Parent Category: Geo-Technical Mechanics, 2018
- Category: Collection of scientific papers «Geotekhnicheskaya Mekhanika» Issue 140
Geoteh. meh. 2018, 140, 130-142
DOI: https://doi.org/10.15407/geotm2018.03.130
FORMING OF ANCHOR INTERMEDIATE RAIL FASTENING OF INNOVATIVE TECHNICAL LEVEL
1Govorukha, V.V., 1Kizilov, V.K., 1Sobko, T.P., 1Semidetnaia, L.P.
1Institute of Geotechnical Mechanics named by N. Poljakov of National Academy of Sciences of Ukraine
UDC625.14:625.143.482:622.6:539.3:539.4:62-192
Language: Russian
Abstract.
The paper analyzes operation of intermediate rail fastening in terms of operational conditions with intense freight traffic taking into consideration peculiarities of rail track performance within curvilinear sections of small-diameter curvature radii. Objective of the paper is to increase the operational life of intermediate rail fastening for their operations in terms of high speeds of train movement and within curvilinear track sections with extra small curvature radii with rail gage adjustment. It has been demonstrated that facilities and materials of both rail track and its components are subject to intense wear and breaking under considerable vertical and shearing loads, especially within curvilinear track sections with small curvature radii. Recommendations and initial technical requirements are given to develop long-range designs of intermediate rail fastening. Innovative engineering solutionis proposed for intermediate rail fastening providing 1520-1540 mm rail gage regulation for tight 200.0-600.0 m curves. In this context, the design features make it possible to preserve optimum (i.e. estimated) position of holding-down hinges of elastic terminals as for vertical axis of rail symmetry as well as ends of rail bases, which improves functionality, durability, and reliability of rail fastening under the conditions of significant lateral dynamic loads. The new system of anchor intermediate fastening of АПРС-1 is proposed for rail tracks of railway, industrial, and underground rail transport to be used for trunk roads with operation life being up to 1.2 billion tons of passed gross freight, and 250.0-300.0 km/h speed; it is also acceptable for curvilinear tight 200.0-600.0 m radii with complicated operational environment, and up to 30 ‰ longitudinal gradient. The fastening system is foreseen to be used for open-pit rails under significant 30.0-45.0 t axial loading, and considerable (up to 60 ‰) longitudinal gradients with the use of traction facilities as well as for underground rail transport where rail width is 900, 750, and 600 mm, 8.0-20.0 curvature, and track widening up to 20.0 mm. The obtained results may be applied for railroad, industrial and underground rail transport.
Keywords. intermediate rail fastening, loading, wear, breaking, operational life.
References:
1. Govorukha, V.V. (2005), Mekhanikadeformirovaniyairazrusheniyauprugikhelementovpromezhutochnykhrelsovykhskrepleniy[Mechanics of deformation and breaking of elastic elements of intermediate rail fastening], Lira Ltd., Dnepropetrovsk, Ukraine.
2. Danilenko, Е.І., Kostiuk, М.D. and Zhuchenko, О.М. (2002), “Modern rail elastic fastening and peculiarities of the requirements for national fastening on ferroconcrete sleepers”, RailroadtransportofUkraine, no. 6, pp. 3-12.
3. Darensky, О.М. and Bielikov, Е.А. (2015), “Long-range designs of intermediate fastening for the conditions of industrial railway transport”, Management information system on railway transport, no. 2, pp. 57-61.
4. Markul, R.V. (2015), “Developing technology to control and keep rail track with fastening of КПП-5 type”, Abstract of Ph.D. dissertation, Railway track, survey and design of railways, Dnipropetrovsk State University of Salvaged Transport, Dnepropetrovsk, UA.
5. Tekhnichni vkazivky z pravyl vkhidnoho kontrolyu pryymannya materialiv verkhnʹoyi budovy koliyi [Technological instructions on the rules of initial control to accept materials of upper structure of a rail track] (2012), Kyiv, Ukraine.
6. Kostiuk, М.D., Kozak, V.V and Yakovliev, V.О. (2010), BudivnytstvotarekonstruktsiyazaliznychnoimerezhiUkrainydlyazbilshennyapropusknoispromozhnostitazaprovadzhennyashvydkisnohorukhupoizdiv [Construction and reconstruction of railroad network of Ukraine to increase train-handling capacity and implement high-speed train operation] , Ye.O. Paton IEW, Kyiv, Ukraine.
7. Govorukha, V.V. (2003), “Developing and implementing elastic elements of intermediate fastening of a rail track”, Bulletin of Dnipropetrovsk National University of Railway Transport named after V. Lazarian, vol. 2, pp. 162-171.
About the authors:
Govorukha Vladimir Vasilyevich, Candidate of Technical Sciences (Ph.D), Senior Researcher,Head of Laboratory of Mine Railway Transport in the Department of Mining Transport Physics and Mechanics, Institute of Geotechnical Mechanics named by N. Poljakov of National Academy of Sciences of Ukraine (IGTM NAS of Ukraine), Dnepr, Ukraine, This email address is being protected from spambots. You need JavaScript enabled to view it.
Kizilov Valentin Konstantinovitch, Master of Science, Chief Technologist of Laboratory of Mine Railway Transport in the Department of Mining Transport Physics and Mechanics, Institute of Geotechnical Mechanics named by N. Poljakov of National Academy of Sciences of Ukraine (IGTM NAS of Ukraine), Dnepr, Ukraine, This email address is being protected from spambots. You need JavaScript enabled to view it.
Sobko Tamara Petrovna, Master of Science, Chief Designer of Laboratory of Mine Railway Transport in the Department of Mining Transport Physics and Mechanics, Institute of Geotechnical Mechanics named by N. Poljakov of National Academy of Sciences of Ukraine (IGTM NAS of Ukraine), Dnepr, Ukraine, This email address is being protected from spambots. You need JavaScript enabled to view it.
SemidetnaiaLyudmila Pavlovna, Master of Science, Principal Engineer of Laboratory of Mine Railway Transport in the Department of Mining Transport Physics and Mechanics, Institute of Geotechnical Mechanics named by N. Poljakov of National Academy of Sciences of Ukraine (IGTM NAS of Ukraine), Dnepropetrovsk, Ukraine, This email address is being protected from spambots. You need JavaScript enabled to view it.