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Getzner Werkstoffe GmbH - Articles and news items

Investigation of baseplate pad life on the London Underground Jubilee Line Extension

Issue 1 2017 / 31 January 2017 /

Following the inauguration of the Jubilee line in the later part of the 20th century, its subsequent extension by means of the Jubilee Line Extension in 1999 warranted stringent measures against structural vibration. London Underground enlisted the assistance of Getzner Werkstoffe GmbH for a suitable solution for its baseplate pads. Having been in constant operation for almost 20 years it was time for a health check; Jonathan Bray, Senior Track Engineer at Amey plus Getzner Werkstoffe’s Stefan Vonbun, Product Manager and Lukas Mayer, Area Sales Manager, provide a brief overview of the results in this article.

Getzner receives Production Partner Award from Hitachi

Rail industry news / 2 October 2014 /

Vibration protection comes to life at InnoTrans 2014…

Getzner Werkstoffe secures exclusive supply contract with Hitachi

Rail industry news / 2 September 2014 /

Vibration-protection experts supply elastic bearings for floating floors…

Under Sleeper Pads: improving track quality while reducing operational costs

Issue 4 2008, Past issues / 1 August 2008 /

More traffic, increasing axle loads and higher speeds are just some of the ongoing technical and economic challenges railway operators and track managers around the world are faced with today. Under Sleeper Pads (USP) have been proven to extend the service life of the track superstructure and help to reduce Life Cycle Costs (LCC).

Bedding optimisation in turnouts

Issue 6 2007, Past issues / 26 November 2007 /

Geometrical discontinuities along turnouts can lead to strong localised variations of superstructure loads. By using Under Sleeper Pads (USP) with varying stiffness, the bedding conditions can be optimised and as a result the turnout area can be smoothed out. Modern railway tracks need to be able to bear the loads from rail vehicles via the rails, rail seats and sleepers as evenly as possible and distribute such to the track superstructure and subgrade. By distributing these loads sufficiently, stresses on the superstructure elements can be kept as low as possible, helping to minimise maintenance expenses and thus increase the operating life of the track system.