ACCIONA Construction, in anticipation of the next surge of investment in rail infrastructure, and aware of the important role that the ballastless track will play in . Rail traffic is reaching out toward new horizons on ballastless track systems. The arguments are indeed convincing: long life cycles, top speed, ride comfort, and. Stabirail’s new ballastless track or slab track construction system. The most efficient method for laying railway tracks in concrete beds.

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Retrieved from ” https: Variation coefficient of rail deflection. This sleeper is characterized by reduction in total structural height. The engineering design of this model guarantees a high degree of exactness in track gauge, as well as in overall track geometry.

Dynamic deflection measurements Figure 18 under high speed i. Special advantages of this type of structure are greater independency under unfavourable bballastless conditions and the possibility of opening to traffic soon after construction. Slab track is one of the most important types of non-ballast track structure.

Hence for a S. Available measurement results indicate the expected favourable structural behaviour and prove the low maintenance requirements. The risk of loosening of dowels or anchor bolts of the fastening by free cracking can be minimised by transverse notches on top of the concrete slab with a spacing of 1.

The success of ballastless-track technology is primarily based on the following advantages: By Global Railway Review. As the vallastless of whole railway track system, railroad track provides a plat for train.


This site uses Akismet to reduce spam. Generally, non-ballasted track is made up of steel rail, railway fasteners and slab. European Slab Track Symposium Imprint Data protection Disclaimer.

Ballastless track

This type of structure nowadays became interesting due to modern production methods of the slabs and a more simple kind of coupling the six longitudinal bars by sleeves.

We offer an extensive line of concrete sleepers and railway track systems for passenger traffic as well as freight- and heavy-haul transport. Therefore, ballastless tracks must be concreted within a tolerance of 0. Vertical vibration velocity in ballast aggregates for structures with different balpastless fastenings. Bogl system on the line Ingolstadt-Nuremberg. Frame shaped slab track development in Korea.

From the results of different test sections, it is evident that the average crack spacing was reduced after three years from 3. Hence, for necessary reconstruction of a S. To counteract this phenomenon more resiliency has to be introduced in the ballasted track system.

Ballastless track – Wikipedia

This experience trrack, for example, in further development of the full-block bi-block sleeper, to design the type B TS-M. Your email address will not be published. Rheda structure on the Hannover-Berlin line. Inthe basic structure of the modern track structure was completed.

A decisive prospect of slab track is that the investment costs are not too high in comparison with the standard ballasted track. The standard fastening system of DB AG for ballastless track ensures this deflection behaviour by a resilient base plate pad with a spring coefficient of In Figure 16, the mean static rail deflection of different S.

Theoretically, ballasted track is the creation of railway track development. Innovative structures have to be structurally designed and tested intensively in the laboratory before they undergo trials.


A guide to railroad track. By coupling the frames at the joints Figure 15 and notching the surface of the frames, a similar long-term behaviour can be expected as with continuously reinforced concrete slabs or the coupled slab track system in Karlsfeld. Ballastless concrete slab tracks of different design are in revenue service for more than thirty years.

Comparison of Ballasted Track and Non-Ballasted Track

Accept Reject Read More. This enables the railway to exploit the special advantages of the slab track structure in a much better way. An advantage of systems with anchoring devices for the sleepers Figure 6 is an easy reconstruction of sleepers in the case of derailment or deterioration. The development of ballastless slab tracks for full service railways was initiated in Europe in the ballastlews of the s by the planning of gallastless tunnels where the track had to be laid directly on a rigid rock or concrete base.

But for a slab track S.

Consequently, these are the benefits that have led to application of ballastless track technology in continuing major projects for rail lines: An analysis by the equations in Figure 3 demonstrates that the critical temperature rise DTo for buckling of a conventional concrete sleeper track is exceeded if the extra heat from eddy current brakes sums up to 18 K.

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