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Frame type sleepers - new type of track switches - Optimisation of noise and vibration characteristics

R.E.W.I. - R.O.S.E.

Frame type sleepers - new type of track switches - Optimisation of noise and vibration characteristics
Original Language Title: 
Rahmenschwelle - Entwicklung von Weicheninnovationen & Optimierung des Schall- und Erschütterungsverhaltens

Background & policy context: 

The rail system, especially freight rail transport is competing against modes having much lower noise and vibration emissions of the wheels. Also rehabilitation work often completely blocks tracks because of the absence of redundancies (tracks with low usage in parallel). Increasing axle weights and velocities create problems for single sleeper gravel based tracks. This results in frequent rehabilitation work which naturally blocks the train operation. With solid trackways there is a solution available which however has other disadvantages. The new system combines low pressures for the soil with low noise absorption and high stability.

Objectives: 

The project aims at:


 



  • reducing noise and vibration emissions
  • reducing rehabilitation work by 70-80%
  • reducing the cancellation time for tracks
  • reducing the pressure impact on the soil
  • improving the stability of the tracks

 


The main problems to be solved were the joining of two tracks and the reduction of the types of frame sleepers necessary to build a switchyard system. The new system shall also allow an employment of the existing maintenance and reconstruction machineries.

Methodology: 

The project is devided into several phases. In the first phase the measurements will be undertaken to document the status quo. In the following phase, the stiffness parameters of the sleeper-gravel system will be optimised. The third step is a laboratory test. Here the new frame sleepers will undergo experimental testing. Last but not least the prototypes of the new frame sleepers shall be tested under normal operation accompanied with measurements of noise emission but mainly the stability - eventual changes in geometry.

Institution Type:
Institution Name: 
Federal Ministry for Transport, Innovation and Technology (BMVIT)
Type of funding:
Key Results: 

The project has validated the hypothesis of decreased lifecycle costs. This ensures that using existing gravel based tracks keeping their benefits (like full mechanisation of the maintenance and reconstruction and existing supply structures) is possible. The erection and the maintenance may employ the adapted existing machines which is a major improvement compared to a change in the design philosophy requiring new equipment.


The pressure on the gravel was reduced by 50%, the stiffness is much higher and allows usage in inclined high speed rail arches. The tests were conducted at


- Gramatneusiedl


- Paternion


- Semmering


- Timmelkam


- Böheimkirchen


 


A special improvement was found when connecting bridges. The new frame sleepers reduce the forces to the bridge support. It was also found out that the intermediate layer has the biggest impact on the noise emission. Further increase of the production quantities for the new systems will further enhance the return on investments.


Policy implications

Rail infrastructure operators are advised to think about changes in the sleeper technology. The new system combines the benefits of grave based systems with the benefits of concrete foundings (solid track surface).

Partners: 

Project Management


Fritsch, Chiari & Partner ZT GmbH


A-1140 Vienna,


Diesterweggasse 1


 


Contact Person:


Dr. Dieter Pichler


Tel.: +43 1 8946021-127


E-mail: pichler@fcp.at


 


Project Partners


Austrian Federal Railways


A-101 Vienna,


Hegelgasse 7


Contact Person:


Dr. Rudolf Schilder


 


Technical University


Graz Institute for Railway Engineering and Transport Economy


A-8010 Graz,


Rechbauerstrasse 12/1


Contact Person: Dr. Klaus Riessberger


 


Getzner Material GmbH


A-6706 Buers bei Bludenz,


Herrenau 5


Contact Person: Martin Dietrich


 


Semperit Technical Products GmbH & Co KG


A-2632 Wimpassing,


Triester Bundesstrasse 26


Contact Person: Helmut Sterkl


SSL Stahlbetonschwelllenwerk Linz Hollitzer


A-4030 Linz,


Salzburgerstrasse 305


Contact Person: Dr. Peter Plica


 


VAE Railway Systems GmbH


A-8740 Zeltweg,


Alpinestrasse 1


Contact Person: Dr. Helmut Povse


 


psiA-Consult Environmental Research and Engineering


GmbH A-1190 Vienna, Sieveringer Strasse 1757


!= Contact Person: Dr. Manfred T. Kalivoda


 


Engineering Agency Dr. Hasslinger


A-1180 Vienna,


Staudgasse 83/8


Contact Person:


Dr. Herbert L. Hasslinger

Organisation: 
Fritsch Chiari & Partner ZT Gmbh
Address: 
Diesterweggase 1
Zipcode: 
A-1140
City: 
Vienna
Contact country:
Telephone: 
+43 1 8946021-127
Fax Number: 
+43 1 8946170