Delivering Turnout Solutions

Total Page:16

File Type:pdf, Size:1020Kb

Delivering Turnout Solutions Delivering Turnout Solutions DESIGN SUPPLY INSTALL MAINTAIN Introduction GLOBAL TURNOUT SOLUTIONS Introduction BROWNFIELD CONSTRUCTION SOLUTIONS Introduction MAJOR PROJECTS Introduction CRANE RAIL CONSTRUCTION Introduction We specialise in: ▪ Turnout design and integration ▪ Developing turnout technology ▪ Turnout supply management ▪ Critical junctions design and installation ▪ Turnout pre-assembly and installation ▪ Turnout installation staging solutions ▪ Turnout refurbishment and track reconditioning ▪ Crane rail specialist (supply and construct) ▪ Slab track construction ▪ Turnout and track inspections, maintenance and asset management Design – Supply – Install – Maintain Introduction Turnout range: ▪ Light rail ▪ Metro ▪ Passenger and freight ▪ Heavy haul ▪ High Axle Load Heavy Haul (HAL-HH) ▪ All gauges and rail profiles Design – Supply – Install – Maintain Projects WE HAVE BEEN BUSY AT MARTINUS RAIL 347 TURNOUTS SUPPLIED SUPPLIED 51 BUFFER STOPS CONTRACTED FOR THE SUPPLY OF 400+ TURNOUTS 60KM OF TRACK INSTALLED 33KM OF CRANE RAIL INSTALLED INSTALLED 102 TURNOUTS Projects Kiwi Rail ▪ 22.5t axle load ▪ AS60 rail ▪ 200+ tangential turnouts Projects Doha Education City – Qatar ▪ 96 Turnouts and Diamonds ▪ 17t axle load ▪ S49, 60R2 rail ▪ Groove and full depth turnouts ▪ Direct fix Vossloh ▪ Edilon Sedra Encapsulation Projects Projects Sydney Ports – Botany third line and yard upgrade ▪ 30t axle load ▪ 60E1 rail ▪ 26 Tangential turnouts Projects OneSteel – Whyalla – Iron Ore Project ▪ 32t axle load ▪ 60E1 rail ▪ 9 Tangential and conventional turnouts ▪ 54t axle load flangeway running diamond Projects ARTC – 30TAL Gunnedah ▪ 30t axle load ▪ AS60 rail ▪ 15 Tangential and conventional turnouts Projects ARTC – HRR & LTTSF Hexham ▪ 32.5t axle load ▪ AS60 rail ▪ 41 Tangential turnouts ▪ swing nose crossings Projects ARTC – Kooragang Island 32.5t axle load AS60 rail 8 Tangential turnouts Monoblock crossings Projects ARTC – Upper Hunter Valley 32.5t axle load AS60 rail 12 Tangential turnouts Monoblock crossings Projects MBRL - Brisbane • 30km of track • 19 turnouts Projects ARTC – East/West Productivity works turnout upgrade Projects PKCT • Upgrade the 6km of rail system within the 1km long coal stockyard to facilitate the introduction of new stacker and reclaimer equipment in the yard. Projects Southpine bridge renewals • 2 x 700m tracks along two bridges and an embankment, and was undertaken within a 168 hour rail closedown Projects Webb dock • 1,304m of Gantrex Slab Track – Ship to Shore (STS) • 5,680m of Gantrex Ballasted – Automatic Stacking Crane (ASC) track Projects GCLR Stage 2 • Light rail turnouts (49E1 & 51R1) • Diamonds and scissor crossovers • 13km ballast track • 2km embedded track Projects Buffer stops • NWRL (NRTIJV) – x23 stops • MBRL – x13 stops • SEQ Yards – x8 stops • Wickham – x5 stops • Perth stadium – x2 stops • Katoomba – x2 stops • MTM – x1 stop • GCLR – x2 stops Factories Manufacturing facility – Century, Australia Factories Manufacturing facility – DT, Czech Republic Factories GlobalManufacturing Turnout Solutionsfacility- GWQC, China Factories GlobalManufacturing Turnout Solutionsfacility- CRSBG, China Products What is a turnout? Products Breakdown of a turnout 1. Switch panel 2. Closure panel 3. Crossing panel Products Breakdown of a turnout Products Breakdown of a turnout • Bearers • Switch set • Infill closure rails • Crossing • Check rail unit • End infill closure rails • Points machine • Rodding • Platework • Jewellery Products Different types of turnout ▪ Similar flexure ▪ Contra flexure ▪ Crossover ▪ Diamond ▪ Scissor crossover ▪ Single slip ▪ Double slip ▪ Catchpoints Products Conventional vs Tangential Products Conventional vs Tangential Products Conventional vs Tangential • Tangential = improved technology – Reduced forces – Increased speed – Longer service life – Improved ride quality – Concrete bearers – Asymmetric thick web switch – Resilient fastened stock rail – Raised adjustable check rails Products Conventional vs Tangential Products Conventional vs Tangential Products Conventional vs Tangential Products Conventional vs Tangential Products Rail Bound Manganese (RBM) ▪ Fully cast manganese insert ▪ Explosively hardened ▪ AS60 Wing rail ▪ CNC machined nose profile to suit client wheel profile ▪ Life expectancy: 300MGT Products Monoblock ▪ Fully cast manganese ▪ Explosively hardened ▪ No bolts ▪ FBW 60kg Legs ▪ CNC machined WR & nose profile to suit client wheel profile ▪ Life expectancy: 400MGT Products Swing nose crossing ▪ Rail type ▪ Frame type ▪ Manganese cradle - Eliminates impact - Reduced noise - Suitable for longer rate turnout (high speed) - Life Expectancy: Greater than 1000 MGT Products High axle load (48T) heavy haul turnout Products Designs according to axle loads and speed Products Temporary Takeoff Turnout The Temporary turnout creates a temporary siding allowing track machines to move on and off track at will. ▪ Allows safe and easy removal of track machines with up to 23T axle loads from mainline ▪ Once the track machine is located on the temporary siding it is as simple as removing two switch ramps and a crossing ramp, weighing only 350kg each, in order to restore mainline running Products Temporary Takeoff Turnout PWI Ken Erickson Innovation Award Winners Products Points operation rodding Deflection Plates Rear Drive Rod Linking rods Backdrive Crank Heel of Switch Drive Locking Bars Detection Bars Points Motor Points of switch Products Hydraulic points machine – Alstom CTS2 Products Electric points machine - Siemens M3A/20A Products Electric points machine - Siemens D84M Products Track forms – Concrete bearers Products Track forms – Composite bearers Products Expansion Switches ▪ Used for thermal and subsidence management ▪ Moving Stockrail - gauge is kept within tolerance ▪ Small Expansion – Up to 100mm ▪ Medium Expansion – Up to 330mm ▪ Long Expansion – Up to 600mm Products Buffer Stop systems – Friction Hydraulic R&D • New product development is key to ensure that Martinus Rail stays at the forefront of turnout technology and meets increasing network and operational demands from the client • Martinus Rail carries out design validation (can be by an independent third party) to: – Ensure product conformance – Ensure product suitability – Ensure product life cycle • Validation will include: – Engineering reports – Design review – Risk analysis review R&D • All new crossing designs are verified for performance using finite element analysis (FEA) techniques • Tested up to 48T for both static and fatigue analysis • Fatigue life tested for 2.4 x 107 cycles. R&D • New crossing designs undergo wheel / rail interface design studies to ensure that new and hollow wheel profiles transfer through the crossing in the most efficient manner without causing impacts, wheel strikes or wear R&D • All products undergo rigorous QA testing and follow up analysis Install KR Supply Kiwi Rail – NZR50 Turnouts • Martinus Rail designed brand new tangential turnout design solutions in collaboration with KiwiRail based around the in track conventional turnouts currently installed in track. The following table displays current details of turnouts in use in Kiwi Rail: Crossing Rate (Strike) Crossing Angle (°) Speed (km/h) 1 in 7.5 7.59463 25 1 in 9 6.34019 30 1 in 12 4.76364 40 1 in 18 3.17983 60 • Martinus Rail has reverted to turnout design fundamentals to provide a newly designed suite of the turnout sizes to incorporate full tangential design and features that will provide a turnout with an increased life cycle giving Total Cost of Ownership (TCO) benefits for Kiwi Rail. Martinus Rail has designed the four new layouts to the following details: Radius (m) Crossing Rate (Strike) Crossing Angle (°) Lead Length (m) Divergent Road Speed (km/h) R96 1 in 7.5 Straight 7.59463 14.675 28 R140 1 in 9 Straight 6.34019 17.386 33 R250 1 in 12 Straight 4.76364 22.393 42 R560 1 in 18 Straight 3.17983 34.487 66 KR Supply Kiwi Rail – NZR50 Turnouts Item Description Reference Document In accordance with Turnout Type Tangential – mixed traffic AS1085 and EN 13232 Turnout 96m, 140m, 250m, 560m Radius Crossing Rate 1 in 7.5, 1 in 9, 1 in 12, 1 in 18 Gauge 1068mm Kiwi Rail T151 GB 2585-2007 & Rail Size NZR50 Kiwi Rail dwg. 88323/1 Kiwi Rail T151, T160 & Bearers Concrete / Composite AS1085.14 Turnout Design Criteria Dimension (mm) As per Table 7 Road Speed Nominal track gauge 1068 Axle Load 22.5T Kiwi Rail T151 Wheel Kiwi Rail dwg. 7604-11,- Design wheelset back to back dimension 993 - 998 NZ A,C & E series Profile 13 & -15 Check rail effectiveness 1026 - 1032 Rail Cant in Zero Turnout Crossing Flangeway width 41 Points Suitable for M3A, CTS-2 & Racor Check rail gap 38 Operation Lever Maximum superelevation (cant) deficiency Yearly 60 18 MGT P.A. through diverging track Tonnage Switch rail toe / stock rail open throw ≥ 115 dimension Switch rail throat opening ≥ 50 Check rail flared end opening to gauge ≥ 80 Check rail height above the running rail 0 Flangeway depth clearance 45 KR Supply Kiwi Rail – NZR50 Turnouts Switch assembly – The switch assembly is fabricated from 50AT asymmetric switchblades and NZR50 head hardened stockrail. Asymmetric tangential switchblades – The switchblade is manufactured from 50AT rail. The last 500mm of the switchblade is forged to the NZR50 profile for connection to the infill closure rails. • Rail type 50AT, U71 V quality according to TB/T 3109-2005. Rail head is post CNC machined factory pearlitized to produce a head hardened grade material Stockrail – Manufactured from NZR50 head
Recommended publications
  • T HR TR 25000 ST Buffer Stops, Version 1.0
    Technical Note – TN 033: 2018 For queries regarding this document [email protected] www.transport.nsw.gov.au Technical Note – TN 033: 2018 Issue date: 21 December 2018 Effective date: 21 December 2018 Subject: Amendments to T HR TR 25000 ST Buffer Stops, version 1.0 This technical note is issued by the Asset Standards Authority (ASA) to notify amendments to T HR TR 25000 ST Buffer stops, v1.0. 1. Background This technical note explains the speed related risk criteria to be considered during the buffer stop design stage. It provides amendments to the maximum allowable deceleration rate for lighter weight rolling stock while complying with the allowable impact force requirements. This technical note also provides amended maximum allowable impact force that the newer generation trains can accommodate without any damage. These figures shall be used by all parties undertaking review or design of new buffer stops across the Metropolitan Rail Area. 2. Section 12 Risk assessment Insert the following after the third paragraph: In order to establish the nature and extent of damage upon collision, the risk assessment for a buffer stop design shall consider the possibility of a train travelling at a speed higher than the design speed and the expected consequential damage upon collision. In the SFAIRP justification, an indication shall be provided to indicate the following: • Up to the design speed that no permanent damage will occur to the train. The buffer stop will be fully recoverable, either automatically or within simple maintenance actions. • Up to the 'worst case speed' that the damage will be easily reparable; for example, easy repair or replacement of buffer stop parts.
    [Show full text]
  • Conception of Buffer Stop Blocks Miguel R
    Conception of buffer stop blocks Miguel R. Bugarín PhD - Civil Engineer – Assoc. Professor School of Civil Engineering UNIVERSITY OF LA CORUÑA Campus de Elviña, s/n - E 15071 La Coruña (Spain) Tfno: +34 (9)81 167000 Fax: +34 (9)81 167170 E-mail: [email protected] José-Manuel García Díaz-de-Villegas PhD – Mechanical Engineer - Professor School of Civil Engineering University of Cantabria Avda. de los Castros, s/n - E 39005 Santander (Spain) Tfno: +34 (9)42 201759 Fax: +34 (9)42 201703 1. SAFETY ON TERMINAL TRACKS Accidents in terminals seriously affect public confidence and following an accident it is vital to provide clear proof that safety measures have been improved in order to regain that confidence. Human and technical errors occur for a variety of reasons, and unfortunately, such events can lead to an accident. The objective is to find a means of reducing the likelihood of an accident occurring, or in the event of an accident, to reduce its impact. In other words, when all else fails, there has to be a means of stopping the train. Such measures have to be applied without producing any of the following: Serious injury to passengers and drivers. Serious injury to passengers or the general public in the arrival area of the train suffering from deficient braking. Excessive damage to the locomotive and rolling stock. Excessive damage to the station infrastructure and services, as well as to the arrival track. This document offers a summary of the projects carried out by the authors for Renfe and TIFSA (Tecnología e Investigación Ferroviaria, S.A.), aimed at developing a standard buffer stop pre-design capable of stopping a train on terminal tracks with complete safety and without causing damage, thereby preventing a catastrophe and the costs for the damage caused, as well as the expense and time involved in repairing equipment.
    [Show full text]
  • Rawie 16ZEB/28A Friction Arresting Buffer Stop at Freight Link Headshunt in Melbourne Only
    Engineering Procedure- Form New Equipment & System Approval Proforma Form number: EGP2101F-01 NEW EQUIPMENT & SYSTEM APPROVAL PROFORMA Ref: 14/19018 Note: the prompts given below are only a guide to the information required for approval. Dependent on the type of equipment or system that requires approval delete any section that is not applicable or include additional information if necessary. Mandatory fields are marked with an asterisk (*). 1 Equipment or System to be approved * Rawie 16ZEB/28a Friction Arresting Buffer Stop at Freight Link Headshunt in Melbourne only 2 Originator * Name: Patrick Gray Company: ARTC/RRL 3 Introduction * A new dual gauge freight headshunt was proposed by the Victorian Regional Rail Link Project to replace the previous freight headshunt over the North Melbourne Flyover in order to make way for the new Regional Rail Link Track use of the Flyover to access Southern Cross Station. The new headshunt is comprised of a Section of the new Freight Link Track and the Freight Link Headshunt which branches off the Freight Link Track. To control the risk of rolling stock overrun at the end of the headshunt it was determined through a risk assessment process that a friction buffer stop would be provided with capacity to safely bring a maximum freight train of 4500t to a stand from 15 km/h. The Rawie 16ZEB/28a Friction Arresting Buffer Stop is a non-insulated device capable of arresting centre coupled freight vehicles through a friction shoe braking mechanism that allows impact energy to be dissipated over the nominated length of track. This type of equipment provides enhanced rail safety over traditional fixed buffer stops by providing controlled speed reduction and reduces likelihood of destructive impact and the potential for rolling stock to override the buffer.
    [Show full text]
  • Indian Railways
    Ref: CG-WI 4.2.1-1 Specification No. Page 1 of 15 Month of Issue Rev.-1 RDSO/2016/CG-Draft INDIAN RAILWAYS SCHEDULE OF TECHNICAL REQUIREMENTS FOR SUPPLY AND ACCEPTANCE OF HIGH CAPACITY DEAD END ENERGY ABSORPTION SYSTEM FOR STATION/YARD FOR PASSENGERS COACHES IN INDIAN RAILWAYS (For Screw Coupling with side buffers and CBC fitted Coaches) Month / Year Revision/ Reasons for Sl.No Page No. of Issue Amendment Amendment (BROAD GAUGE – 1676 mm) ISSUED BY RESEARCH DESIGNS AND STANDARDS ORGANISATION MINISTRY OF RAILWAYS MANAK NAGAR, LUCKNOW –226011 Ref: CG-WI 4.2.1-1 Specification No. Page 2 of 15 Month of Issue Rev.-1 RDSO/2016/CG-Draft IMPORTANT Manufacturers/Firms are advised to go through this schedule carefully. In case they need clarification regarding any of the clauses of this schedule they should contact Director General (Carriage), RDSO, Manak Nagar, Lucknow-226 011. FAX No.-91-0522-2450679 Email – [email protected] Ref: CG-WI 4.2.1-1 Specification No. Page 3 of 15 Month of Issue Rev.-1 RDSO/2016/CG-Draft SCHEDULE OF TECHNICAL REQUIREMENTS FOR SUPPLY AND ACCEPTANCE OF HIGH CAPACITY DEAD END ENERGY ABSORPTION SYSTEM FOR STATION/YARD FOR PASSENGERS COACHES IN INDIAN RAILWAYS (For Screw Coupling with side buffers and CBC fitted Coaches) 0. Foreword 0. 1 This schedule is intended to cover the technical requirements/provisions relating to the design, development and supply of High Capacity Energy Dead End Absorption Buffer‐Stops for station/Yard for passenger coaches in Indian Railways. (For Screw Coupling with side buffers and CBC fitted Coaches and EMU/DMU/MEMU coaches) 0.2 This schedule for placement of High Capacity Dead End Energy Absorption System shall have both the planners and Indian Railway employees as a guiding document when determining buffer stop location and type.
    [Show full text]
  • Application of Communication Based Moving Block Systems on Existing Metro Lines
    Computers in Railways X 391 Application of communication based Moving Block systems on existing metro lines L. Lindqvist1 & R. Jadhav2 1Centre of Excellence, Bombardier Transportation, Spain 2Sales, Bombardier Transportation, USA Abstract The unique features of Communication Based Train Control (CBTC) systems with Moving Block (MB) capability makes them uniquely suited for application ‘on top’ of existing Mass Transit or Metro systems, permitting a capacity increase in these systems. This paper defines and describes the features of modern CBTC Moving Block systems such as the Bombardier* CITYFLO* 450 or CITYFLO 650 solutions that make them suited for ‘overlay’ application ‘on top’ of the existing systems and gives an example of such an application in a main European Metro. Note: *Trademark (s) of Bombardier Inc. or its subsidiaries. Keywords: CBTC, Moving Block, CITYFLO, TRS, Movement Authority, norming point, headway. 1 Introduction The use of radio as a method of communication between the train and wayside in Mass Transit systems, instead of the traditional track circuits/axle counters and loops is gaining popularity. The radio based CBTC systems are uniquely suited for application ‘on top’ of existing Mass Transit or Metro systems for increased traffic capacity as CBTC systems normally do not interfere with the existing systems. This allows an installation of the CBTC system in a line in operation whilst maintaining full safety and capacity during the process. The fact that CBTC systems also allow Moving Block operation adds to the
    [Show full text]
  • Crn Cs 220 Rail and Rail Joints
    Engineering Standard Track CRN CS 220 RAIL AND RAIL JOINTS Version 1.7 Issued September, 2019 Owner: Manager Engineering Services Approved by: M Wright, Principal Track and Civil Engineer Authorised by: J Zeaiter, Manager Engineering Services Disclaimer. This document was prepared for use on the CRN Network only. John Holland Rail Pty Ltd makes no warranties, express or implied, that compliance with the contents of this document shall be sufficient to ensure safe systems or work or operation. It is the document user’s sole responsibility to ensure that the copy of the document it is viewing is the current version of the document as in use by JHR. JHR accepts no liability whatsoever in relation to the use of this document by any party, and JHR excludes any liability which arises in any manner by the use of this document. Copyright. The information in this document is protected by Copyright and no part of this document may be reproduced, altered, stored or transmitted by any person without the prior consent of JHR. UNCONTROLLED WHEN PRINTED Page 1 of 47 CRN Engineering Standard - Track CRN CS 220 Rail and Rail Joints Document control Revision Date of Approval Summary of change 1.0 August, 2011 First Issue. Includes content from the following former RIC standards: C 2405, C 2447, C 2501, C 3200, C 3201, C 3361, C 5200, TS 3101, TS 3104, TS 3111, TS 3341, TS 3362, TS 3371, TS 3394, TS 3396, TS 3397, TS 3601, TS 3602, TS 3603, TS 3604, TS 3606, TS 3642, TS 3645, TS 3646, TS 3648, TS 3650, TS 3654, TS 3655, RC.2410, RC.2411, RTS.3602, RTS.3640,
    [Show full text]
  • Design, Manufacture, Project Management and Global Supply
    Fixed and Sliding Friction Buffer Stops Cable Sleepers Stretcher (Spreader) Bars Cast and SG Iron Turnout Components V e h i c l e & G e P n e e C r ra m a s l a t E n M n e g nt a i t n n W g e D a e a e n r y i s e ng i T s g e r n a Ca P S c Design, Manufacture, k r s e o w t r d i v o n uc i g c r k e s t s s Project Management and Permanent Way Track Materials Global Supply Capability Switches & Crossings Permanent Way Track Materials Permanent Way Switch Systems Permanent Way Catenary Structures Fixed and Sliding Friction Type Buffer Stops Cable Sleepers Our engineers review customer’s requirements on a case-by-case basis Cable sleepers have been designed to mitigate the risk of cable damage and offer suitable product configurations which meet the performance during track tamping operations. They replace a conventional timber or characteristics requested concrete sleeper and provide safer and enclosed passage for electrical and fibre-optic cables to pass under the track. The top covers and baseplates Fixed buffer stops are bolted to the rail track and do not move. They can are removable, so the cables need not be cut and the sleepers can be be fitted with hydraulic damper units if required retrofitted easily into existing track Sliding friction buffer stops incorporate a patented friction “shoe”. This attaches the buffer stop to the track rails and dissipates the kinetic energy of the vehicle as heat and sound.
    [Show full text]
  • Finished Vehicle Logistics by Rail in Europe
    Finished Vehicle Logistics by Rail in Europe Version 3 December 2017 This publication was prepared by Oleh Shchuryk, Research & Projects Manager, ECG – the Association of European Vehicle Logistics. Foreword The project to produce this book on ‘Finished Vehicle Logistics by Rail in Europe’ was initiated during the ECG Land Transport Working Group meeting in January 2014, Frankfurt am Main. Initially, it was suggested by the members of the group that Oleh Shchuryk prepares a short briefing paper about the current status quo of rail transport and FVLs by rail in Europe. It was to be a concise document explaining the complex nature of rail, its difficulties and challenges, main players, and their roles and responsibilities to be used by ECG’s members. However, it rapidly grew way beyond these simple objectives as you will see. The first draft of the project was presented at the following Land Transport WG meeting which took place in May 2014, Frankfurt am Main. It received further support from the group and in order to gain more knowledge on specific rail technical issues it was decided that ECG should organise site visits with rail technical experts of ECG member companies at their railway operations sites. These were held with DB Schenker Rail Automotive in Frankfurt am Main, BLG Automotive in Bremerhaven, ARS Altmann in Wolnzach, and STVA in Valenton and Paris. As a result of these collaborations, and continuous research on various rail issues, the document was extensively enlarged. The document consists of several parts, namely a historical section that covers railway development in Europe and specific EU countries; a technical section that discusses the different technical issues of the railway (gauges, electrification, controlling and signalling systems, etc.); a section on the liberalisation process in Europe; a section on the key rail players, and a section on logistics services provided by rail.
    [Show full text]
  • Inglenook Shunting Puzzles Arxiv:1810.07970V2 [Math.CO] 3
    Inglenook Shunting Puzzles Simon R. Blackburn Department of Mathematics Royal Holloway University of London Egham, Surrey TW20 0EX, United Kingdom [email protected]. April 4, 2019 Abstract An inglenook puzzle is a classic shunting (switching) puzzle often found on model railway layouts. A collection of wagons sits in a fan of sidings with a limited length headshunt (lead track). The aim of the puzzle is to rearrange the wagons into a desired order (often a randomly chosen order). This article answers the question: When can you be sure this can always be done? The problem of finding a solution in a minimum number of moves is also addressed. 1 Introduction This paper provides an analysis of when an inglenook puzzle can be solved, and how many moves are needed in the worst case. Most of the paper as- sumes that the reader has a background in discrete mathematics or computer science, but the first part of this introduction provides a summary of the re- sults of the paper for readers who do not necessarily have this background. arXiv:1810.07970v2 [math.CO] 3 Apr 2019 The remaining parts of this introduction describes some of the previous aca- demic work on related problems, and describes the structure of the rest of the paper. 1.1 A non-technical summary Puzzles involving the movement of locomotives, wagons and carriages have a long history, with well-known examples such as Sam Loyd's Primitive Rail- 1 roading puzzle and The Switch Problem [17] and Dudeney's The Mudville Railway Muddle [10] dating back well over 100 years.
    [Show full text]
  • Hydraulic Friction Buffer Stop
    HYDRAULIC FRICTION BUFFER STOP HYDRAULIC FRICTION BUFFER STOPS PRODUCT DETAILS PRODUCT ADVANTAGES Oleo’s hydraulic friction buer stop range is • Fitted with Oleo gas-hydraulic buer • Each gas-hydraulic buer is designed for high velocity mainline suitable for the application. optimised based on the specification to oer maximum protection to scenarios and minimises the need to reset • Multiple buers fitted in parallel for passengers, rolling stock and the device after each minor impact. side buer impacts. infrastructure. Once impacted, the buer stop dissipates • Frame size and shape dependent on • Gas-hydraulic buers designed to the energy in a controlled manner, reducing specification and coupling interface. absorb low energy impacts without initial force and deceleration levels through • Friction shoes installed directly to the sliding – reduces need to reset a combination of both gas-hydraulic buers rail profile and also detached from device. and the sliding action of the friction shoes the main end stop frame. • Minimal maintenance required. which grip onto the rail profileg. • 50kN of braking force per pair of • Controlled and reduced sliding friction shoes. distances for high velocity impacts. • Number of friction shoes dependent • Purely mechanical device – on the train mass, impacting speed no power or manual control required. and required deceleration. Site supervision and training • Suitable for a wide range of rail provided by Oleo professional engineers profiles. for the installation of buer stops. • Simple resetting procedure. • Long service life. • Additional configuration options available including electrical insulation, paint finish and galvanisation. • DigitalTrains’ sophisticated simulation capability can be used to understand how the train interfaces with rail infrastructures, such as buer stops.
    [Show full text]
  • Collision of Passenger Train T842insert with Document Station Platform Title
    Collision of passenger train T842Insert with document station platform title LocationCleveland, | Date Queensland | 31 January 2013 ATSB Transport Safety Report Investigation [InsertRail Occurrence Mode] Occurrence Investigation Investigation XX-YYYY-####RO-2013-005 FinalPreliminary – 13 March 2013 Released in accordance with section 26 of the Transport Safety Investigation Act 2003 Publishing information Published by: Australian Transport Safety Bureau Postal address: PO Box 967, Civic Square ACT 2608 Office: 62 Northbourne Avenue Canberra, Australian Capital Territory 2601 Telephone: 1800 020 616, from overseas +61 2 6257 4150 (24 hours) Accident and incident notification: 1800 011 034 (24 hours) Facsimile: 02 6247 3117, from overseas +61 2 6247 3117 Email: [email protected] Internet: www.atsb.gov.au © Commonwealth of Australia 2013 Ownership of intellectual property rights in this publication Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this publication is owned by the Commonwealth of Australia. Creative Commons licence With the exception of the Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this publication is licensed under a Creative Commons Attribution 3.0 Australia licence. Creative Commons Attribution 3.0 Australia Licence is a standard form license agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work. The ATSB’s preference is that you attribute this publication (and any material sourced from it) using the following wording: Source: Australian Transport Safety Bureau Copyright in material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations.
    [Show full text]
  • Common Signal Design Principles S1 - Signalling Locking and Train Dynamics ESD-05-01
    Division / Business Unit: Enterprise Services Function: Signalling Document Type: Standard Common Signal Design Principles S1 - Signalling Locking and Train Dynamics ESD-05-01 Applicability ARTC Network Wide Publication Requirement Internal / External Primary Source Document Status Version Date Reviewed Prepared by Reviewed by Endorsed Approved 3.0 13 Oct 15 Standards Stakeholders Manager Operational Safety & Environment Standards Review Committee 13/10/2014 GM Technical Standards 30/11/2015 Amendment Record Version Date Reviewed Clause Description of Amendment 3.0 21 Oct 14 6.2.7 New Clause 6.2.7 Provision of Overlaps for Modified Simultaneous Entry at a Crossing Loop (approved by OSERC 13/10/2014). Further Various minor editorial amendments throughout for consistent terminology and 26 Jun 15 6.2.6 removal of superseded reference documents. Clause 6.2.6 previously applicable to NSW only now extended to network wide applicability. 13 Oct 15 Various Rebranded. © Australian Rail Track Corporation Limited (ARTC) Disclaimer This document has been prepared by ARTC for internal use and may not be relied on by any other party without ARTC’s prior written consent. Use of this document shall be subject to the terms of the relevant contract with ARTC. ARTC and its employees shall have no liability to unauthorised users of the information for any loss, damage, cost or expense incurred or arising by reason of an unauthorised user using or relying upon the information in this document, whether caused by error, negligence, omission or misrepresentation in this document. This document is uncontrolled when printed. Authorised users of this document should visit ARTC’s intranet or extranet (www.artc.com.au) to access the latest version of this document.
    [Show full text]