CONCRETE CROSSTIE

• US 20190309483A1
• Filed: 04/10/2018
• Published: 10/10/2019
• Est. Priority Date: 04/10/2018
• Status: Active Grant

• Current Assignee: Gutanna Innovative Concrete and Technologies LLC
• Original Assignee: Gutanna Innovative Concrete and Technologies LLC
• Inventors: Romero, Mauricio Javier Gutierrez
• Granted Patent: US 10,895,042 B2
• Time in Patent Office: Days
• CPC Class Codes: E01B 2201/02 by wedging action
• CPC Class Codes: E01B 3/34 with pre-tensioned armouring or reinforcement pre-tensioned armouring or reinforcing elements E04C5/00
• CPC Class Codes: E01B 3/40 Slabs; Blocks; Pot sleepers; Fastening tie-rods to them
• CPC Class Codes: E01B 3/42 combined with inserts of wood or other material
• CPC Class Codes: E01B 9/68 Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair

Abstract

A monoblock concrete crosstie for railway tracks that achieves a high performance in operation includes a steel structure that is formed from ultra-resistant high strength steel plates embedded in a concrete element and having pre-stressed cold rolled wires with ends that form button head knots which are anchored to the steel plates. The crosstie includes rail seats with a convex channeled formation that is mateable with an extending member of a faceplate wherein the railseat has a width less than the width of the faceplate, and a center of the face plate has a first distance from a center of the concrete element and a center of the rails seat has a second distance from the center of the concrete element, the first distance greater than the second distance.

Claims

1. A monoblock pre-stressed concrete crosstie for use in ballasted railways comprising:

an elongated concrete element having a longitudinal axis;

an internal steel structure of the concrete element;

a rail seat of the concrete element; and

a face plate assembly having an extending member and the extending member mateable with the rail seat;

wherein the railseat has a width less than the width of the faceplate, and a center of the face plate has a first distance from a center of the concrete element and a center of the rails seat has a second distance from the center of the concrete element, the first distance greater than the second distance.

2. The crosstie of claim 1 wherein the concrete element has a first horizontal plane parallel to the longitudinal axis of the element and the face plate assembly has a second horizontal plane wherein the second horizontal plane is at an angle greater than zero to the longitudinal axis.

3. The crosstie of claim 1 wherein the face plate assembly has an angle of inclination of less than 90 degrees.

4. The crosstie of claim 1 wherein the rail seat and the extending member have a convex shape with chamfered edges.

5. The crosstie of claim 2 wherein the face plate assembly further includes a rubber gasket interfaced between the fastener plate and clip and the crosstie.

6. The crosstie of claim 1 wherein the internal steel structure of the concrete element comprising one or more reinforced steel plates, each having a first tensioning structure configured for connection to an external tensioning device and a second tensioning structure coupled to a steel element that is internal to the crosstie.

7. The crosstie of claim 6 wherein the internal steel structure is formed by two or more first u-shaped plates at a first end and two or more second u-shaped plates at a second end, each of the first u-shaped plates coupled to one of the second plates by a plurality of pre-stressed wires, wherein each wire is tensioned to at least 70% (seventy percent) of its elastic capacity, wherein the plurality of pre-stressed wires are arranged in parallel, and wherein each of the plurality of pre-stressed wires is secured to one or more of the plates by pressed button head type knots located at the wire ends.

8. The crosstie of claim 6 wherein the internal steel structure is formed by two or more plates at each end, wherein the plates of the internal steel structure are embedded in the concrete and apply a compressive force to the concrete, and a plurality of pre-stressed wires that work by adherence to transfer a load to the concrete.

9. The crosstie of claim 6 wherein the internal steel structure comprises a system of reinforced, u-shaped plates and pre-stressed wires embedded in high strength concrete capable of supporting a minimum axle load of 41 tons (US), and where the crosstie has a maximum length of 8 feet and 6 inches.

10. The crosstie of claim 6 wherein the reinforced steel plates comprise two or more plates at each end that are configured to apply a compressive force to the concrete.

11. The crosstie of claim 6 wherein the internal steel structure comprises reinforced steel plates comprise a system of plates and pre-stressed wires embedded in high strength concrete.

12. The crosstie of claim 6 wherein the reinforced steel plates comprise two or more first plates at a first end and two or more second plates at a second end.

13. The crosstie of claim 12 wherein each of the first plates coupled to one of the second plates by a plurality of pre-stressed wires.

14. The crosstie of claim 13 wherein each wire is tensioned to at least 70% of its elastic capacity.

15. The crosstie of claim 14 wherein the plurality of pre-stressed wires are arranged in parallel.

16. The crosstie of claim 13 wherein each of the plurality of pre-stressed wires is secured to one or more of the plates.

17. The crosstie of claim 1 wherein the concrete element further comprises at least one lateral wedge on each end and at least two wedges between rails seats.

18. A monoblock pre-stressed concrete crosstie for use in ballasted railways comprising:

an elongated concrete element having a longitudinal axis;

an internal steel structure of the concrete element;

a rail seat of the concrete element; and

a face plate assembly having an extending member and the extending member mateable with the rail seat;

wherein the railseat has a width less than the width of the faceplate, and a center of the face plate has a first distance from a center of the concrete element and a center of the rails seat has a second distance from the center of the concrete element, the first distance greater than the second distance, wherein the concrete element has a first horizontal plane parallel to the longitudinal axis of the element and the face plate assembly has a second horizontal plane wherein the second horizontal plane is at an angle greater than zero to the longitudinal axis, wherein the face plate assembly has an angle of inclination of less than 90 degrees, wherein the rail seat and the extending member have a convex shape with chamfered edges, wherein the face plate assembly further includes a rubber gasket interfaced between the fastener plate and clip and the crosstie, wherein the internal steel structure of the concrete element comprising one or more reinforced steel plates, each having a first tensioning structure configured for connection to an external tensioning device and a second tensioning structure coupled to a steel element that is internal to the crosstie, wherein the internal steel structure is formed by two or more first u-shaped plates at a first end and two or more second u-shaped plates at a second end, each of the first u-shaped plates coupled to one of the second plates by a plurality of pre-stressed wires, wherein each wire is tensioned to at least 70% (seventy percent) of its elastic capacity, wherein the plurality of pre-stressed wires are arranged in parallel, and wherein each of the plurality of pre-stressed wires is secured to one or more of the plates by pressed button head type knots located at the wire ends, wherein the internal steel structure is formed by two or more plates at each end, wherein the plates of the internal steel structure are embedded in the concrete and apply a compressive force to the concrete, and a plurality of pre-stressed wires that work by adherence to transfer a load to the concrete, wherein the internal steel structure comprises a system of reinforced, u-shaped plates and pre-stressed wires embedded in high strength concrete capable of supporting a minimum axle load of 41 tons (US), and where the crosstie has a maximum length of 8 feet and 6 inches, wherein the reinforced steel plates comprise two or more plates at each end that are configured to apply a compressive force to the concrete, wherein the internal steel structure comprises reinforced steel plates comprise a system of plates and pre-stressed wires embedded in high strength concrete, wherein the reinforced steel plates comprise two or more first plates at a first end and two or more second plates at a second end, wherein each of the first plates coupled to one of the second plates by a plurality of pre-stressed wires, wherein each wire is tensioned to at least 70% of its elastic capacity, wherein the plurality of pre-stressed wires are arranged in parallel, wherein each of the plurality of pre-stressed wires is secured to one or more of the plates, wherein the concrete element further comprises at least one lateral wedge on each end and at least two wedges between rails seats.