Coil car with internal walkway
View Patent ↗A coil car has a pair of deep side sills and a trough structure mounted to, and suspended between, the deep side sills for carrying coils. The side sills extend between the rail car trucks and act as a pair of deep side beams for carrying vertical loads. The deep side sills are arranged to extend above and below the center sill of the coil car to give vertical stiffness to the coil car. The top chord members of the side sills are outwardly splayed relative to the bottom chord members of the side sills. Cross-bearers extend outwardly and away from the center sill to attach to the side sills. The trough structure has three parallel, longitudinally extending troughs—a central trough lying between two laterally outboard outer troughs. Each trough is shaped to cradle steel coils, or other similar loads, between its inwardly and downwardly sloping shoulder plates. The shoulder plates are lined with cushioning to buffer coils during loading or travel. The outboard troughs are mounted above longitudinally extending stringers and are carried at a greater height relative to top of rail than the central trough. The car has coil stops to discourage longitudinal shifting of loaded coils. The coil stops have rollers to facilitate repositioning during loading, and a mid-span step and hand grabs to facilitate climbing over the coil stop by personnel walking along the trough structure.
1. A rail road coil car comprising:
a trough structure supported for carriage by rail car trucks for travel in a longitudinal direction;
said trough structure having a treaded walkway located therewithin;
said trough structure including first, second and third troughs, said troughs being parallel and extending in the longitudinal direction;
at least one of said first, second and third troughs having a pair of opposed slope sheets, each of said pair being inclined at least 23 degrees from horizontal.
2. The rail road coil car of claim 1 wherein all of said first, said second, and said third troughs have respective pairs of opposed slope sheets, and all of said slope sheets of said respective pairs are inclined at least 23 degrees from horizontal.
3. The rail road car of claim 1 wherein:
said car falls within AAR Plate B;
said trough structure is carried between longitudinally extending first and second side sills; and
each of said side sills has a top chord, and a portion of each of said top chords lies within 2 inches of car width limits of AAR Plate B.
4. The rail road car of claim 1 wherein each of said pair of opposed slope sheets is inclined at an angle lying in the range of between 23 and 29 degrees from horizontal.
5. The rail road car of claim 1 wherein each of said pair of opposed slope sheets is inclined at an angle lying in the range of between Tan −1 (0.45) and 28 degrees from horizontal.
6. The rail road car of claim 1 wherein each of said pair of opposed slope sheets is inclined at an angle of 27 degrees from horizontal.
7. The rail road car of claim 1 wherein all of said first, said second, and said third troughs have respective pairs of opposed slope sheets, and all of said slope sheets of said respective pairs are inclined at an angle lying in the range of Tan −1 (0.45) to 28 degrees from horizontal.
8. The rail road coil car of claim 1 wherein:
said first trough lies between said second and third troughs;
said first trough has a capacity to accommodate a coil up to 84 inches in diameter; and
said second trough has a capacity to accommodate a coil up to 48 inches in diameter.
9. The rail road coil car of claim 8 wherein each of said first, second, and third troughs has a valley bottom, and said valley bottom of said first trough lies at a lower height above top of rail than said valley bottoms of said second and third troughs.
10. The rail road coil car of claim 1 wherein said walkway runs longitudinally in said trough structure.