System for and method of stabilizing rail track structures using a load transfer apparatus
View Patent ↗A system for and method of stabilizing rail track structures using a load transfer apparatus is disclosed. The load transfer apparatus includes a vertical load transfer element and a top load transfer element, wherein the top load transfer element is used to transfer applied locomotive and rail car loads to the vertical load transfer element. In one embodiment, the top load transfer element includes helical flights. In another embodiment, the top load transfer element includes a flared top. In yet another embodiment, the top load transfer element includes a load transfer cap. In a further embodiment, the top load transfer element includes two or more support legs each with a top support attached thereto. The railroad stabilization system can comprise any one type or any combinations of types of the aforementioned load transfer apparatuses.
1. A system for stabilizing railroad ties and rails, the system comprising:
a) a vertical load transfer element; and
b) a top load transfer element, comprising one of
i) helical flights attached to an upper portion of the vertical load transfer element,
ii) a load transfer cap attached to an upper portion of the vertical load transfer element wherein the load transfer cap further comprises an upwardly projecting lip around a perimeter thereof for acting as a lateral restraint, or
iii) two or more support legs each with a top support attached thereto;
wherein the vertical load transfer element and top load transfer element transfer the load applied to the railroad ties and rails to less compressible underlying soils.
2. The system of claim 1 wherein the vertical load transfer element comprises a pile.
3. The system of claim 2 where the pile comprises any one of a concrete pile, steel pile, timber pile, or composite pile.
4. The system of claim 1 wherein the vertical load transfer element comprises an extensible shell defining an interior for holding granular construction material and defining an opening for receiving the granular construction material into the interior, wherein the shell is flexible such that the shell expands laterally outward when granular construction material is compacted in the interior of the shell.
5. The system of claim 4 wherein the extensible shell has a diameter in the range of 3 to 12 inches (7.6 to 30.5 cm).
6. The system of claim 1 wherein the helical flights of the top load transfer element comprise a pitch and width configured depending on the size and spacing of the railroad ties.
7. The system of claim 1 wherein the load transfer cap is constructed of a material comprising any one of steel, concrete, aluminum, other metals, plastic, wood, or composite materials.
8. The system of claim 1 wherein the load transfer cap has a diameter larger than a diameter of the vertical load transfer element.
9. The system of claim 1 wherein the top load transfer element comprises a flared top attached to an upper portion of the vertical load transfer element and extending in a horizontal direction away from a vertical axis of the vertical load transfer element.
10. The system of claim 9 wherein the flared top is substantially circular.
11. The system of claim 9 wherein the flared top comprises an articulated shape.
12. The system of claim 9 wherein the flared top is constructed of a flexible material.
13. The system of claim 12 wherein the flexible material comprises any one of steel, aluminum, other metals, plastic, or composite materials.
14. The system of claim 9 wherein the flared top further comprises one or more vertical slots.
15. The system of claim 1 wherein the top load transfer element is constructed of a flexible material.
16. The system of claim 15 wherein the flexible material comprises any one of steel, aluminum, other metals, plastic, or composite materials.