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rheda 2000® ballastless track system - RAIL.ONE GmbH

rheda 2000® ballastless track system - RAIL.ONE GmbH

rheda 2000® ballastless track system - RAIL.ONE GmbH

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RHEDA <strong>2000®</strong>1213Noise and vibrationprotectionNoise protectionFor significant reduction of airborne noise propagation,it is possible to install special noise-absorber<strong>system</strong>s for <strong>ballastless</strong> <strong>track</strong> <strong>system</strong>s.This solution achieves good noise-engineeringparameters, even for half-surface installation inthe outdoor areas of the rails.Vibration protectionThe increase in train speeds, axle loads, andtraffic volumes on current train lines has also ledto increases in the noise and vibration to whichthe surroundings are subjected. Irregularitiesbetween rail and wheels, as well as the dynamicdeformation of <strong>track</strong>s when rolling stock passes,introduce vibrations into the subgrade. Thesevibrations are propagated into adjoining buildingstructures, which vibrate to lesser or greaterdegree. Secondary airborne noise can likewiseproduce disturbances. One of the most effectivemeasures against the development of structuralbornenoise and vibrations is mass-spring <strong>system</strong>s.These <strong>system</strong>s attenuate the transmissionof vibrations into the surroundings. The characteristicsof the amplification function of singlemassoscillators play a key role in the design ofmass-spring <strong>system</strong>s. The use of mass-spring<strong>system</strong>s is advisable especially in densely developedareas sensitive to vibrations.Mass-spring <strong>system</strong>s can be implemented inlight, medium-heavy, or heavy models. Lightmass-spring <strong>system</strong>s are mounted on eitherstrip supports or entire-surface supports madeof elastomer matting. For heavy mass-spring<strong>system</strong>s, individual supports in the form of elastomerblocks or steel springs are employed. Thedeeper the frequency of the vibration to be reduced,the higher the required mass of the mass<strong>track</strong> concrete layer. Here, the structure ofthe RHEDA <strong>2000®</strong> <strong>ballastless</strong> <strong>track</strong> <strong>system</strong> offersbenefits to the entire <strong>system</strong>: the appreciablemass of the <strong>track</strong> concrete layer, with itsbi-block sleepers embedded in concrete, contributessignificantly to attenuation of vibrations.In addition, the RHEDA <strong>2000®</strong> <strong>system</strong> – as a resultof its structural properties insensitive to waterand erosion – is well suited for applicationboth on open <strong>track</strong> sections, as well as in tunnels.As a result, many and various forms of themass-spring <strong>system</strong> are feasible: light, mediumheavy,or heavy models, with the respectively requiredsupport types of individual, strip, and entire-surfaceelastomer support.This great degree of design and adaptation flexibilitymakes the RHEDA <strong>2000®</strong> <strong>ballastless</strong> <strong>track</strong><strong>system</strong> on a mass-spring <strong>system</strong> an optimal solutionfor satisfying all requirements placed on vibrationprotection and operational functionality.The RHEDA <strong>2000®</strong> <strong>ballastless</strong> <strong>track</strong> <strong>system</strong> on amass-spring <strong>system</strong> has already been installedin numerous projects, in the form of variousmodels: e.g., in the Cologne-Bonn Airport Link(as a heavy mass-spring <strong>system</strong>), in the BerlinNorth-South Link (with light to heavy massspring<strong>system</strong>s), and in the S-Bahn heavy-railurban transit <strong>system</strong> in Unterfoehring, on theoutskirts of Munich (light mass-spring <strong>system</strong>).Application of the single-mass oscillator principle in the RHEDA <strong>2000®</strong> <strong>track</strong> type on a mass-spring <strong>system</strong>

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