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The issue of connecting parallel main tracks located in a circular curve by means of curved turnouts is discussed in the paper, focusing on determining the achievable train speed. Selected geometries are used in the analysis. The curved turnout diverging track radii and the corresponding train speeds are determined. An analytical notation is used, thereby creating greater options in specific applications. It is shown that the speed of trains running on parallel track connections depends on the type of basic turnout subjected to curving (i.e. mainly on the radius of this turnout), while the second very important factor is the value of the track cant used. In each case, the determined speed resulting from the diverging track radius is lower than the speed on the main tracks. While discussing the general principles of constructing parallel track connections in a circular arc using curved turnouts, it is pointed out that in some situations the speed of travel must be further reduced due to the need to connect the ends of the diverging tracks with a circular arc.
Wydawca
Czasopismo
Rocznik
Tom
Strony
85--95
Opis fizyczny
Bibliogr. 27 poz., rys.
Twórcy
autor
- Gdańsk University of Technology, Department of Rail Transportation and Bridges
Bibliografia
- 1. Alfi S., Bruni S.: Mathematical modelling of train – turnout interaction, Vehicle System Dynamics, vol. 47, no. 5/2009, Taylor & Francis Online, pp. 551−574.
- 2. Bugarin M., Orro A., Novales M.: Geometry of high speed turnouts, Transportation Research Record: Journal of the Transportation Research Board, no.2261/2011, SAGE Journals, pp. 64−72.
- 3. Cervi G.E.: Basic French technology for crossing, switches and special track work, Transportation Research Record: Journal of the Transportation Research Board, no. 1071/1986, SAGE Journals, pp. 57−63.
- 4. Code of Federal Regulations, Title 49, Transportation, U.S. Department of Transportation, Federal Railroad Administration – Office of Safety, Th e Railway Educational Bureau, Omaha, NE, USA, 2008.
- 5. Das Einrechnen von Bogenweichen und Bogenkreutzungs-weichen, Deutsche Reichsbahn, Leipzig, 1943.
- 6. Elsners Taschenbuch für den bautechnischen Eisenbahndienst, No. 14, 1942.
- 7. Elsners Taschenbuch für den bautechnischen Eisenbahndienst, No. 26, 1954.
- 8. European Standard EN 13232-2: Railway applications – Track – Switches and crossings – Part 2: Requirements for geometric design, In harmonized standards under Directive 2008/57/EC for interoperability of the rail system, European Committee for Standardization (CEN), Brussels, Belgium, 2003.
- 9. Hartmann R.: Reichsbahmweichen und Reichsbahnbogenweichen, Otto Elsner Verlags Gesellschaft , Berlin, 1940.
- 10. Honner D.: Guide to using the curved turnout & crossover template designer by David Honner © 2016 [accessed on: 11 July, 2020], WWW.proto87.com/media/CTnCTD/Guide_to_CTnCT_designer.pdf.
- 11. Koc W., Szwaczkiewicz K.: Analysis of the effectiveness of track joining methods on railway lines located in a circular arc [article prepared for publication in a scientific journal].
- 12. Koc W.: Analityczne podejście do problematyki łukowania rozjazdów kolejowych [Analytical approach to the problem of turnout arching], Archiwum Instytutu Inżynierii Lądowej, No 25/2017, Wydawnictwo Politechniki Poznańskiej, pp. 165−180.
- 13. Koc W.: Analytical method of connecting parallel tracks located in a circular arc using curved turnouts, Journal of Transportation Engineering, Part A: Systems, vol. 146, iss. 3/2020, ASCE, 04019081.
- 14. Koc W.: Arching of railway turnouts by analytical design method, Current Journal of Applied Science and Technology, vol. 25, iss. 4/2017, Article no. CJAST.39093, SCIENCEDOMAIN International, pp. 1−12.
- 15. Lovejoy L.G., Martyn G.W.: Track design handbook for Light Rail Transit, Second edition, Chapter 6 – Special track work, Transportation Research Board, Th e National Academies Press, Washington 2012, WWW https://www.academia.edu//read/22800/chapter/7 [accessed on: 11 July 2020].
- 16. Łączyński J.: Rozjazdy kolejowe [Railway turnouts], Wydawnictwa Komunikacji i Łączności, Warszawa, 1976.
- 17. Nicklisch D. et al.: Geometry and stiff ness optimization for switches and crossings, and simulation of material degradation, Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, vol. 224, no. 4/2010, SAGE Journals, pp. 279-292.
- 18. Niemann W.: Merkbuch für das Entwerfen und Abstecken von Gleisen und Weichen, Hachbuch Verlag, Leipzig, 1953.
- 19. North P.D., Jr. P.E., Whiton B.C.: ‘X-W-C’ – Rated – Guidelines for turnouts in horizontal curves, Proceedings of the 2011 Annual Conference: AREMA 2011 Annual Conference, Minneapolis, September 18−21, American Railway Engineering & Maintenance of Way Association, 2011, https//www.arema.org/fi les/library/2011_Conference_Proceedings/XW-C-Rated_Guidelines_for_Turnouts_in_Horizontal_Curves.pdf [accessed on: 11 July 2020].
- 20. Palsson B.A.: Design of optimisation of switchrails in railway turnouts, Vehicle System Dynamics, vol. 51, no. 10/2013, Taylor & Francis Online, pp. 1610–1639.
- 21. Patlasov O.M., Tokariev S.O., Patlasov Ye.O.: Establishment of the permissible train speed on the curved turnouts, Zaliznična kolija (Vistnik Dnipropetrovskogo Nacionalnogo Universitetu Zalizničnogo Transportu), vol. 62, no. 2/2016, pp. 98-108, WWW.cyberleninka.ru/article/v/establishment-of-the-permissible-train-speed-on-thecurved-turnouts [accessed on: 11 July 2020].
- 22. Ping W.: Design of high-speed railway turnouts. Theory and Applications, Elsevier Science & Technology, Oxford 2015.
- 23. Rzepka W.: Rozjazdy łukowe w planie i profilu [Curved turnouts vertically and horizontally], Wydawnictwa Komunikacji i Łączności, Warszawa, 1966.
- 24. Sadeghi J., Masnabadi A., Mazraeh A.: Correlations among railway track geometry, safety and speeds, Proceedings of the Institution of Civil Engineers – Transport, vol. 169, no. 4/2016, ICE Publishing, pp. 219−229.
- 25. Schramm G.: Der Gleisbogen. Seine geometrische und bauliche Gestaltung, Otto Elsner, Darmstadt, 1958.
- 26. Standardy Techniczne – Szczegółowe warunki techniczne dla modernizacji lub budowy linii kolejowych do prędkości Vmax ≤ 200 km/h (dla taboru konwencjonalnego) / 250 km/h (dla taboru z wychylnym pudłem) – TOM I – DROGA SZYNOWA – Załącznik ST-T1_A6: Układy geometryczne torów [Technical standards – Detailed technical conditions for upgrading or constructing railway lines up to Vmax ≤ 200 km/h (for conventional rolling stock) / 250 km/h (for tilt-body rolling stock)…], PKP Polskie Linie Kolejowe, Warszawa, 2018.
- 27. Wojtczak R.: Konstrukcja geometryczna rozjazdów stosowanych na sieci Network Rail w Wielkiej Brytanii (Geometric design of turnouts used on Network Rail in the UK, Przegląd Komunikacyjny, no. 7/2015, pp. 8−10.
Typ dokumentu
Bibliografia
Identyfikator YADDA
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