Abstract: A bearing structure for railroad track rails on a track bed, comprising several load distribution plates in a rigid material disposed side to side on the track bed, with each load distribution plate having a surface area and thickness predetermined in such a way that its first resonance frequency is greater than the first resonance frequency of the vibrations locally generated in the rails by the passage of the wheels of a vehicle on the rails. The different load distribution plates may advantageously be interconnected by joints allowing the pivoting of each load distribution plate with relation to adjacent load distribution plates. The load distribution plates may be placed on the ground of the track bed or on the foundation of a tunnel and they may also be integrated in the coating of a railroad way.

Abstract: In a device for supporting a rail fastened to a sole-plate resting on an anti-vibration pad, the sole-plate is urged towards the supporting structure by at least one adjustable prestressing resilient device acting on the sole-plate so as to apply a defined prestressing force to the anti-vibration pad. Each prestressing resilient device includes a threaded bolt, an adjusting nut and a vertically acting spring assembly which comprises a first spring having a first stiffness, a second spring arranged round the first spring and having a second stiffness higher than said first stiffness, and a device for retaining said first and second springs in such a way that each of said springs is able to act independently from the other one.

Abstract: In a device for fixing a rail resting on a support by means of an anti-vibration pad, a prestress is applied to this pad so that the operating point of the anti-vibration pad (2) always remains in the region of linear behaviour of the said anti-vibration pad in order to limit the static rail deflections while providing the desired anti-vibration isolation.