976results about "Track superstructure" patented technology

A railway crosstie is adapted for use in a track system having a pair of rails supported on longitudinally spaced crossties. The railway crosstie includes an I-beam member made of a combination of recycled materials.

The invention is hollow structural members, a rail system based thereon and method of manufacturing such hollow structural members. Embodiments of the structural members may be hollow triangular prism-shaped with a cross-section that is triangular, isosceles, hexagonal or otherwise. Embodiments of rail systems based on hollow structural members are also disclosed. Embodiments of the rail systems disclosed herein may also include reaction assemblies for local dissipation of stresses due to thermal expansion of track materials.

The rail track tie including: a rigid block presenting a bottom face, and a top face for receiving at least one longitudinal rail; a cover for receiving the rigid block and in the form of a rigid shell including a bottom and a peripheral rim around the bottom; and a resilient soleplate disposed between the bottom face of the rigid block and the bottom of the cover. The resilient soleplate has dynamic stiffness k2 lying in the range of 6 kN/mm to 10 kN/mm, and preferably in the range of 6 kN/mm to 8 kN/mm.

The present invention provides a cross-tie having an elongated body that comprises a reaction rail supporting section, two running rail supporting sections and a power rail supporting section. The reaction rail supporting section is adapted for supporting a reaction rail and the two running rail supporting sections are each adapted for supporting a respective running rail. The power rail supporting section is adapted for supporting at least one power rail.

A load bearing structure configured to bear a load, the structure comprising a multiple cells. The load bearing structure has a length, a center, and a cell density, which varies at least along the length of the load bearing structure, which weighs at least 6 kg.

A rail fastening system including a cast shoulder and an elastic rail spring clip for applying a holding force to an insulator and a rail. The spring clip includes a pair of compressible arms for exerting a rail hold down force and a substantially horizontal base portion for application to the cast shoulder. The cast shoulder includes an anchoring portion, a receiving portion including converging opposing sides angled to define a throat having a width less than a decompressed width of the spring clip arms, and notches on the sides adjacent to the throat. In practice, the spring clip is applied to the cast shoulder such that two spring clip arms contact and move along the converging sides causing the spring clip arms to be compressed by the sides. When the arms move beyond the throat, the arms spring outwardly into the notch. The notch provides a catch that prevents any backward migration such that the elastic rail spring clip and the cast shoulder can be pre-assembled at a remote location, requiring less labor at the rail installation site.

The present invention provides systems and methods for global address verification of a transaction, such as a transaction card purchase. In accordance with an exemplary embodiment of the present invention, the system verifies a billing address and/or an alternate address (e.g., shipping address) in a single transaction. The billing address and/or the alternate address are associated with a transaction card purchaser. If the billing and/or alternate addresses are verified, then the transaction card issuer may offer a payment guarantee to the merchant. The merchant may choose to ship the purchased item to either a billing address or an alternate address. If the address is not verified, then the transaction card issuer may choose not to offer a payment guarantee to the merchant, and the merchant may choose not to ship the item to the alternate address.

A railway grade crossing apparatus comprises at least one rectangular gauge panel of precast concrete with resilient bumpers on opposing sides for closely fitting between the rails and rectangular field panels of precast concrete, each having a resilient bumpers on one side for placement between the outside of each rail and the adjacent road abutment, the gauge and field panels having means for attaching lifting a device to the top surface of the panel, and the method of installing said apparatus comprising lifting the panels into place with a bumper abutting the side of a rail, and exerting a lateral force on the panel toward the rail to compress the bumper whereby the opposite side may be urged downward into place and releasing the lateral force to allow the resilience of the compressed bumper to adjust the lateral position of the panel to a final position between the rails or rail and road abutment.

A composite load bearing member is provided comprising an elongated inner structural member and a thick polymeric composite outer member. An apparatus for producing the composite load bearing member is provided including devices for suspending the inner structural member within a mold cavity prior to and during injection of the polymeric composite outer member. A method of using the apparatus to produce the composite load bearing member is provided.

By means of the invention there is provided a frame for rail vehicles comprising at least four rail wheels (1a, 1b) arranged thereon on at least two axles (2, 3) each having a variable track ) and a stretching device that stretches the rail wheels (1a, 1b) of each axle (2, 3) in the direction of variable track width; it also includes The modified and improved guides of the variable track, as guide plates not disclosed in the prior art and used here, also work reliably in the region of damaged rails and small bending radii. In the rail vehicle according to the invention, at least two axles (2, 3) variable in their respective wheelbases are connected by connecting means (8a, 8b) in such a way that such axles (2, 3) Has a minimum track that can also be used to preset other axes (2, 3).

An insulation system for an embedded track construction for a transit railway having spaced parallel railway rails includes a rail boot for substantially enclosing each of the rails along its length, rail clips extending on each side of each of the rails for securing the rails to supporting ties, and fillers extending on each side of each of the rails, frictionally engaging and removably mounting the rails to an associated one of said rail clips. The fillers cooperate to provide a coplanar roadway with said rails.

Railroad tie plates secured collectively by spikeless fasteners to a tie with railroad spikes securing the rails to the ties and related methodology are disclosed wherein two-part fasteners are used in respect to sets of aligned tie and tie plate apertures such that the two fastener parts are joined together against inadvertent separation within each tie aperture at a connection or union site, which includes but is not limited to force fit unions and threaded unions, and spikes are driven into the ties through other tie plate apertures.

An improved mold and method of manufacture for an improved railroad tie or other structural member. The improved railroad tie or structural member being fabricated using an injection molding process with various thermoplastic resins and fillers. The improved mold used has a cooling cavity which helps cool the structural member while still in the mold. The improved insert allows an automated molding system to be used for greater production rates.

A two-part rail clip insulator (40, 50) for a tie and rail seat assembly that enables the seat to be pre-assembled at the rail tie fabrication plant into a preloaded position where a rail (2) may be laid on the tie (5) on site, the clips (30) being movable to the loaded position after the rail is placed in position. The rail seat includes a concrete rail tie (5), a pair of rail clip support shoulders (10) cast in place in the tie (5), each shoulder (10) having a rail face between its external sides, a pair of shoulder insulators (50) each shaped to lie against the rail face of the rail shoulder, a pair of rail clips (30) each having a base section (31) adapted to seat within the support shoulder (10) and a toe section adapted to seat on the rail base; the arrangement being such that when the rail clip is in the preloaded position, the toe insulator (40) and the toe (36) of the clips do not project beyond the face of the shoulder insulator (50), so that a rail (2) can be laid between the rail shoulders and their associated insulators (50). The toe insulator (40) is shaped to facilitate loading of the rail clip (30) and resist movement of the clip or the rail during use.

An apparatus for conveying material for railway construction comprising a material loading device which is movable on a chassis, in particular a crawler chassis (2) having at least one receiving conveyor belt (17) each for receiving material and having a transfer conveyor belt (9, 12) for transferring material is described. In order to create advantageous transfer conditions, it is proposed that the transfer conveyor belt (9,12) is rotatable about a chassis vertical axis by means of a rotary drive and can be adjusted in height along the chassis vertical axis by means of a lifting drive (4).

A system for securing a rail to a concrete railroad tie employing a two-piece insulator spacer that improves the resistance of the insulator spacer to the crushing deterioration induced by laterally-directed compressive forces during service. The insulator spacer comprises an upper member and a post member. The post member is subjected to high compressive loads in service and consists of composite material that is sufficiently electrically insulating to operably electrically insulate the rail with which the insulator spacer is in contact from the shoulder insert with which the improved insulator spacer is also in contact.

The invention relates to a guide plate for a system for fastening a rail to a substrate on which there is provided, laterally of the railway track, a shoulder, which absorbs the forces occurring when the rail is traveled on by a rail vehicle, the guide plate having an underside which is associated with the substrate and an upper side which is exposed in the installation position, is remote from the underside and on which it is possible to support a spring element provided for applying resiliently elastic holding-down forces to the rail to be fastened.

The invention discloses a midline deviation rectifying method for a sedimentary offset ballastless track. The midline deviation rectifying method comprises the following steps that (1) the uplifting quantity and the offset quantity of the sedimentary offset ballastless track line are determined; (2) the track structure characteristics are combined, a grouting uplifting hole is formed in the top surface of the ballastless track structure, and grouting uplifting material is injected into a ballastless track supporting layer or under a base plate through a grouting pipe installed in the grouting hole by adopting high-pressure grouting equipment under a certain grouting pressure according to the determined equipment parameters and the grouting steps, so that an overall ballast bed and the upper structure of the ballastless track are uplifted; (3) a jacking and pushing point is arranged on the side surface of the ballastless track structure, a jacking and pushing device is installed, and the ballastless track line is rectified to the designed position through the jacking and pushing process of grouping loading and jacking and pushing step by step; and (4) after the midline is rectified, the line recovery work is timely conducted, a lower gap of the overall ballast bed of the ballastless track is filled with a filling material, a fastener system is finely adjusted, and the line smoothness is recovered.