Rheda City Ballastless Track System RHEDA CITY
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Ballastless Track on High-Speed Lines a Guarantee for Travel Savety And
Ballastless track on high-speed lines A guarantee for travel savety and comfort Prologue High–speed rail travel, as a fast connection between high-density population areas and as an alternative to frequently-overloaded air connections with an uncertain future, is gaining increasingly in significance all over the world. In the face of growing traffic density, critical views of life-cycle costs and significantly increa- sed requirements of the availability of railway tracks, there is an increasing demand for track systems which have a long lifetime, low service and maintenance costs and which also guarantee tra- vel safety and comfort. Ballastless tracks (BLT) have numerous advantages over the tradi- tional ballasted track, because of markedly reduced maintenance costs, longer duration of use, improved precision of the running track and the resultant quiet vehicle running. High speed and ballast The nature of the route requirements is changing, as a result of an increase in travel speed or axle loads. The load transported creates inertial forces and the particular more-frequent faults ari- sing from the rolling process are increasing dramatically. Altered deformation mechanisms with dynamic stimulation can result in major grain shifts during piling-up of ballast, which result in con- siderable impairment of the ballasted track and are responsible for uneven creeping and track displacement in the ballast bed. In addition, the track ballast stones are sucked up by vehicles at very high speeds (flying ballast) and may damage them. De- spite the choice of harder types of stone for ballast in high-speed traffic, maintenance costs are considerably higher. -
Innovations in Railway Track
INNOVATIONS IN RAILWAY TRACK Coenraad Esveld Professor of Railway Engineering, TU Delft This paper describes innovations in railway track structures. Special attention is devoted to alterna- tives for ballasted track, with emphasis on low-maintenance solutions, together with versatile high- speed track and heavy haul track for the 21st century. P.O. Box 5048 NL-2600 GA Delft The Netherlands Tel: +31 418 516369 Fax: +31 418 516372 Email: [email protected] Faculty of Civil Engineering, Section of Roads & Railways TABLE OF CONTENTS 1. Introduction........................................................................................................................................1 2. ballasted track ...................................................................................................................................1 3. reinforcing layers...............................................................................................................................2 4. ballastless track.................................................................................................................................2 5. use of ballastless track......................................................................................................................3 6. track resilience ..................................................................................................................................6 7. Critical train speeds...........................................................................................................................6 -
Floating Slab Mats 2020
PRODUCT REFERENCE LIST Floating Slab Mats 2020 Year Network Project Product Type Type Track Load Total 2002 FR TBM Bordeaux: Tramway - Tramway 100 kN 31,000 m² Bordeaux 2002 PT Metro Lisbon: Odivelas, - Metro 100 kN 10,000 m² Lisboa Campo Grande & Falagueira station 2003 BE MIVB/STIB Brussels: Chaussée de - Tramway 100 kN 1,800 m² Charleroi - Phase 1 2003 Brussels: Chaussée de - Tramway 100 kN 5,250 m² Charleroi - Phase 2 2003 De Lijn Gent: Gent St-Pieters - - Tramway 100 kN 10,000 m² Flanders Expo 2003 FR TBM Bordeaux: Tramway - Tramway 130 kN 9,700 m² Bordeaux 2003 GR TRAM SA Athens: Kasamouli - - Tramway 100 kN 4,000 m² Panagitsas 2004 BE De Lijn Gent: Gent St-Pieters - - Tramway 95 kN 400 m² Flanders Expo 2004 ES GTP-FGV Valencia: Tram Valencia - Tramway 113 kN 200 m² 2005 BE MIVB/STIB Brussels: Avenue de - Tramway 100 kN 2,245 m² l'Hippodrome 2005 Brussels: Rue du Bailli - Tramway 100 kN 2,410 m² 2005 Brussels: Avenue - Tramway 100 kN 610 m² P.Janson 2005 Brussels: L94 - - Tramway 120 kN 600 m² Boulevard du Souverain 2005 Brussels: Montgomery - Tramway 100 kN 250 m² 2005 Brussels: Terminus - Tramway 100 kN 550 m² Boondael 2005 PT Metro Porto Porto: Metro do Porto - Tramway 100 kN 3,900 m² 2006 BE MIVB/STIB Brussels: Terminus - Tramway 130 kN 481 m² Louise Legrand 2006 Brussels: Montgomery - Tramway 100 kN 300 m² Fase 2 2006 Brussels: Montgomery - Tramway 100 kN 290 m² Fase 2E 2006 Brussels: Wielemans - - Tramway 100 kN 15 m² Van Volxem 2006 ES GTP-FGV Alicante: Tram Line 2 PANDROL FSM- Tramway 113 kN 690 m² L10 2020 © Pandrol 2020 -
New Design Concepts for High-Speed Lines and the Limits of the Ballasted Track Escobar, Adrián Zamorano, Clara Isabel Jiménez, Pablo Lorenzo Escobar, Jorge
25 número 5 - junio - 2018. Pág 219 - 227 New design concepts for High-speed lines and the limits of the ballasted track Escobar, Adrián Zamorano, Clara Isabel Jiménez, Pablo Lorenzo Escobar, Jorge Technical University of Madrid1 Abstract The correct decision regarding to what type of track should be used in High-speed lines is one of the topics that has generated more discussion and controversy over the last few years. In addition, this decision is very influenced by the tradition, philosophy and design principles of the different countries. This fact is fundamentally due to the multitude of constraints and influencing factors that define as most appropriate, the use of a ballasted track against a ballastless track, or vice versa. However, the present research intends to look beyond and review the main High-speed projects of greater relevance and transcendence that are being or will be realized in the next years, around the world, to observe if some of the two typologies is presenting a greater implementation, and the main factors that are motivating this decision. In addition, the new conditions that are appearing in some countries will be analysed, related to the demand for greater performance of design speed and design life, as well as the influence that these new demands will have on the decisions related to the type of superstructure to be installed. Finally, a comparison of all these different design philosophies will be carried out, in relation to the Spanish High-speed model, in order to generate a brief discussion of the main differences and similarities found. -
Diseño Del Tabique Que Separa La Cabina Del Conductor Del Resto Del Vagón En Trenes Y Trenes-Tranvía
UNIVERSIDAD DE VALLADOLID ESCUELA DE INGENIERIAS INDUSTRIALES Grado en Ingeniería en Diseño Industrial y Desarrollo del Producto “Ledway”: Diseño del tabique que separa la cabina del conductor del resto del vagón en trenes y trenes-tranvía Autor: Santos Villaverde, Celia Responsable de Intercambio en la UVa Sánchez Bascones, María Isabel Universidad de destino Universidad Politécnica de Valencia, ETSID Valladolid, septiembre 2017. TFG REALIZADO EN PROGRAMA DE INTERCAMBIO TÍTULO: “Ledway”: Diseño del tabique que separa la cabina del conductor del resto del vagón en tranvías y trenes-tranvía ALUMNO: Celia Santos Villaverde FECHA: 18 septiembre 2017 CENTRO: ETSID, Universidad Politécnica de Valencia TUTOR: Marina Puyuelo Cazorla RESUMEN Y PALABRAS CLAVE RESUMEN: El proyecto de ingeniería que se presenta en las siguientes páginas y que pretende abarcar todo el proceso del proyecto, desde la conceptualización de la idea hasta la fabricación del producto, responde a la propuesta para el diseño y desarrollo del tabique que separa la cabina del conductor del resto del vagón de tranvías y tren-tranvías. Se busca como objeBvo principal la convergencia de la ergonomía y simplificar la transmisión de información entre la empresa y los usuarios, sin dejar de lado la uBlidad, tanto para el maquinista como para el pasajero. Se han idenBficado y uBlizado elementos representaBvos del Metro de Valencia como el recorrido y colores plasmados en el mapa oficial de la red de tranvías para conseguir uniformidad y simplicidad de cara al usuario. PALABRAS CLAVE: -
Tranvías Y Otros Sistemas De Transporte Urbano
Informe especial - Febrero 2015 Tranvías y otros sistemas de transporte urbano Despilfarros y aciertos Tras un primer estudio llevado a cabo en 2012, Carril Bus en colaboración con la consultora Solutrans, vuelve a analizar la situación de las infraestructuras de transporte puestas en funcionamiento en las últimas décadas en España, especialmente de los tranvías. El siguiente artículo se centra en su utilidad, justificación y en la mejora para la vida cotidiana que aportan a los ciudadanos Según afirma el autor del texto, Gregory Carmona, “parece que en ocasiones hubiesen sido proyectos utilizados más allá de su fin como medios de transporte, para generar actividad local u otras operaciones con dudosos fines, elevando la inversión inicial realmente necesaria”. Y la realidad es que estas inversiones siguen siendo en la actualidad objeto de críticas. ¿Será que dichas críticas a estos proyectos de tranvías y metros ligeros están justificadas? Es lo que Gregory Carmona, experto en transportes y autor del informe, vuelve a analizar en detalle desde un punto de vista técnico y socio económico. Un estUdio realizado con criterio referencias el autor del estudio, Gregory carmona, lleva más de 15 años en el mundo del transporte de viajeros, ha trabajado en planificación, operación y gestión de transporte urbano / interurbano de autobuses y participado en proyectos de tranvías. títulos se formó como técnico superior de transporte en lyon antes de entrar en la escuela de dirección de transporte y logística en Paris. luego, se graduó Master en transporte, Urbanismo, Medio ambiente por la universidad de cergy Pontoise (Versailles) antes de especializarse en transporte terrestre en la UPM. -
Advances in Design Theories of High-Speed Railway Ballastless Tracks
Journal of Modern Transportation Volume 19, Number 3, September 2011, Page 154-162 Journal homepage: jmt.swjtu.edu.cn DOI: 10.1007/BF03325753 Advances in design theories of high-speed railway ballastless tracks Xueyi LIU*, Pingrui ZHAO, Feng DAI MOE Key Laboratory of High-Speed Railway Engineering, Southwest Jiaotong University, Chengdu 610031, China Abstract: The design theories of the ballastless track in the world are reviewed in comparison with the innovative re- search achievements of high-speed railway ballastless track in China. The calculation methods and parameters concern- ing train load, thermal effect, and foundation deformation of high-speed railway ballastless track, together with the structural design methods are summarized. Finally, some suggestions on the future work are provided. Key words: high-speed railway; ballastless track; design theory © 2011 JMT. All rights reserved. 1. Introduction 2. Overview of ballastless track design theories tructure forms and design theories of ballastless S tracks vary across the world due to the different In the design of Japanese slab track, the train load effect development backgrounds. In Japan, the slab track was is a primary concern. Using the elastic design method, the typically laid on the solid foundation such as a bridge or security during the manufacturing, hoisting, and construct- tunnel at first, and then gradually developed to the soil ing of the slab track is maximized. As seriously damaged subgrade afterwards. It adopts the unit design that takes CA mortar at the slab corner and the slab warping caused into account the effect of train load. The German ballas- by temperature gradients emerged, the uneven support tless track was first laid on the soil subgrade and then on caused by warping is considered in the analysis [1]. -
Trams Der Welt / Trams of the World 2020 Daten / Data © 2020 Peter Sohns Seite/Page 1 Algeria
www.blickpunktstrab.net – Trams der Welt / Trams of the World 2020 Daten / Data © 2020 Peter Sohns Seite/Page 1 Algeria … Alger (Algier) … Metro … 1435 mm Algeria … Alger (Algier) … Tram (Electric) … 1435 mm Algeria … Constantine … Tram (Electric) … 1435 mm Algeria … Oran … Tram (Electric) … 1435 mm Algeria … Ouragla … Tram (Electric) … 1435 mm Algeria … Sétif … Tram (Electric) … 1435 mm Algeria … Sidi Bel Abbès … Tram (Electric) … 1435 mm Argentina … Buenos Aires, DF … Metro … 1435 mm Argentina … Buenos Aires, DF - Caballito … Heritage-Tram (Electric) … 1435 mm Argentina … Buenos Aires, DF - Lacroze (General Urquiza) … Interurban (Electric) … 1435 mm Argentina … Buenos Aires, DF - Premetro E … Tram (Electric) … 1435 mm Argentina … Buenos Aires, DF - Tren de la Costa … Tram (Electric) … 1435 mm Argentina … Córdoba, Córdoba … Trolleybus … Argentina … Mar del Plata, BA … Heritage-Tram (Electric) … 900 mm Argentina … Mendoza, Mendoza … Tram (Electric) … 1435 mm Argentina … Mendoza, Mendoza … Trolleybus … Argentina … Rosario, Santa Fé … Heritage-Tram (Electric) … 1435 mm Argentina … Rosario, Santa Fé … Trolleybus … Argentina … Valle Hermoso, Córdoba … Tram-Museum (Electric) … 600 mm Armenia … Yerevan … Metro … 1524 mm Armenia … Yerevan … Trolleybus … Australia … Adelaide, SA - Glenelg … Tram (Electric) … 1435 mm Australia … Ballarat, VIC … Heritage-Tram (Electric) … 1435 mm Australia … Bendigo, VIC … Heritage-Tram (Electric) … 1435 mm www.blickpunktstrab.net – Trams der Welt / Trams of the World 2020 Daten / Data © 2020 Peter Sohns Seite/Page -
A Special SCC Applied in High-Speed Rail of China
Construction and Building Materials 124 (2016) 167–176 Contents lists available at ScienceDirect Construction and Building Materials journal homepage: www.elsevier.com/locate/conbuildmat Sealed-space-filling SCC: A special SCC applied in high-speed rail of China ⇑ ⇑ Qiang Yuan a, , Guangcheng Long a, , Zanqun Liu a, Kunlin Ma a, Youjun Xie a, Dehua Deng a, Hai Huang a,b a School of Civil Engineering, National Engineering Laboratory for High Speed Railway Construction, Central South University, Changsha 410075, China b China Railway No. 4 Engineering Group CO. LTD, Hefei 230000, China highlights graphical abstract Seal-spaced-filling SCC (SSFSCC), a special SCC applied in high-speed rail, was introduced. The property requirements of SSFSCC and corresponding testing methods were elaborated. Raw material and mix proportioning of SSFSCC were presented. The construction technology of SSFSCC was addressed. article info abstract Article history: Sealed-space-filling self-compacting concrete (SSFSCC) is used in China Rail Track System (CRTS) III bal- Received 8 March 2016 lastless slab track of high-speed rail, which has been originally developed in China recently. In this track Received in revised form 27 June 2016 system, SSFSCC needs to be grouted into a flat, narrow, and sealed space (90 mm  2500 mm  Accepted 15 July 2016 5600 mm) which is enclosed by above prefabricated slab and bottom base plate. Good bonding between Available online 25 July 2016 SSFSCC filling layer and above prefabricated slab has to be secured since these two layers are required to work as a composite plate. SSFSCC presents some special characteristics in comparison with normal SCC. -
The Need and Benefit of Slab Track: Prihvaćen / Accepted: 11.1.2017
DOI: https://doi.org/10.14256/JCE.1776.2016 Građevinar 5/2017 Primljen / Received: 2.8.2016. Ispravljen / Corrected: 9.12.2016. The need and benefit of slab track: Prihvaćen / Accepted: 11.1.2017. Dostupno online / Available online: 10.6.2017. case of Lithuania Authors: Professional paper Inesa Gailienė, Alfredas Laurinavičius The need and benefit of slab track: case of Lithuania Slab track structures have been used in the world for several decades now. However, the ballasted track is still much more popular compared to slab track structures, which is primarily due to its lower price. This article reviews and analyses development Inesa Gailienė, PhD. CE of slab tracks, with their advantages and disadvantages. Based on conditions Vilnius Gediminas Technical University prevailing on Lithuanian railways, the paper also distinguishes cases in which slab Vilnius, Lithuania track structures could be of benefit, both economically and technologically. The [email protected] decision-making system that would help make the right choice at the initial stage of structural design is also presented. Key words: slab track (ballastless track), ballasted track, railway track, new structure, track renewal Stručni rad Inesa Gailienė, Alfredas Laurinavičius Potreba i prednost primjene kolosijeka na čvrstoj podlozi: primjer Litve Prof. Alfredas Laurinavičius, PhD. CE Vilnius Gediminas Technical University Kolosijeci na čvrstoj podlozi se već nekoliko desetljeća koriste u svijetu. No kolosijeci Vilnius, Lithuania sa zastornom prizmom su još uvijek mnogo popularniji, prije svega je to predodređeno [email protected] nižim cijenama. U radu su dani pregled i analiza razvoja kolosijeka na čvrstoj podlozi, uključujući njihove prednosti i nedostatke. -
Annual Report 2018
ANNUAL REPORT 2018 CONTENTS PAG 06-15 PAG 16-47 ALDESA ACTIVITY 1 IN 2018 2 REPORT Letter from the Chairman 10 1. Geographic Markets 18 We are Aldesa 12 SPAIN 20 Lines of Business 14 • Sectorial trends 20 • Construction 21 • Industrial 29 MEXICO 33 • Sectorial trends 33 • Construction 34 • Industrial 37 POLAND 40 • Sectorial trends 40 • Construction 41 • Industrial 43 2. Investment Activities 44 5 PAG 48-105 PAG 106-107 CORPORATE SOCIAL RESPONSIBILITY DIRECTORY 3 REPORT 4 Letter from the Honorary Chairman 50 Corporate headquarters and offices 106 1. Governance of the Organization 52 • The Group and Social Responsibility • Corporate Governance 2. Respect and Protection of Human Rights 60 3. Labour Practices 62 4. Environment 70 5. Fair Operating Practices 82 6. Issues Related to Clients 84 7. Active Participation and Community Development 94 1 ALDESA IN 2018 Aldesa has become a benchmark in the business sectors for which it bets in each country. Letter from the Chairman 10 We are Aldesa 12 Lines of Business 14 ALDESA IN 2018 ALDESA IN 2018 Thanks to its extensive experience and valuable know-how, Aldesa has managed to position itself among the first construction companies in the countries where it operates, becoming a benchmark in each line of business for which it is committed, offering integral constructive or industrial customized solutions to their clients, in the most complete and profitable way according to their needs. The synergies generated by the Group give it the ability to carry out, with full guarantee and commitment, all the phases required by multidisciplinary projects. -
Rheda 2000® BALLASTLESS TRACK SYSTEM RHEDA 2000®
The way to go. RHEda 2000® BALLASTLESS TRACK SYSTEM RHEDA 2000® 2 3 On ballastless track tOward railways Of the future Our contribution to high-speed technology: the RHEDA 2000® ballastless track system is the direct way to railways of the future. For heavy loads. At top speeds. With a maximum of safety. The basis for the RHEDA 2000® is a track design first implemented in many. On this newly constructed section as well, approx. 75 km long, the 1972 on the line from Bielefeld to Hamm, Germany, at a station named RHEDA 2000® system from RAIL.ONE was installed. Fortunately, these Rheda. This original solution has continuously been further developed national projects were quickly and satisfactorily followed by a break - and optimized, without a change in basic principle. Over the past 10 ... 15 through of ballastless track technology in the form of RHEDA 2000® on years, ballastless track has developed from a customized design for the international stage of rail transport. One of the largest railway infra - niche applications, to standard technology for railway tracks on lines structure projects in Europe to date has been construction of the new used for transport at high speeds and with heavy loads. Dutch high-speed rail line HSL-ZUID, from Amsterdam, via Rotterdam, to The RHEDA 2000® ballastless track was used for the first time in Germany the Dutch-Belgian border. With the exception of a short section, the en - in 2000, as pilot project on the new rail line between Erfurt and Halle- tire line – with a total length of 88 km – was constructed completely with Leipzig, with a total length of approx.