Note : Les descriptions sont présentées dans la langue officielle dans laquelle elles ont été soumises.
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This invention relates to railroad cars. More
particularly, this invention is concerned with an im-
proved lightweight center beam railroad freight car.
Background of the Invention
Center beam railroad freight cars have been in
use hauling lumber, plywood and other sheet materials
10 for about twenty years. This type of car is disclosed
in Taylor U.S. Patent No. 3,244,120 and Wagner U.S.
Patent No. 3,734,031.
Baker U.S. Patent No. 4,543,887 discloses an
improved center beam car in which the principal distin-
15 guishing feature for lightweight and good strength isthe use of a vertical center beam extending longitu-
dinally the length of the car between bulkheads at each
end of the car; the center beam comprising a center
sill, a top sill parallel to and spaced above the center
20 5ill, and a plurality of vertical spaced apart columns
rigidly connected at their lower ends to the center sill
and at their up~er ends to the top sill; and at each end
of the carr a vertical plate extending from the center
sill to the top sill, and from the bulkhead at that end
25 inwardly along the center sill; the vertical plate being
joined to the center sill, top sill, bulkhead and a
plurality of said columns and having a width no more
than about 20% and generally more than 10~ of the dis-
tance between the bulkheads.
The vertical plates extending from the center
sill to the top sill will generally have vertical inner
edges and the area between those edges is to be main-
tained open, except for the columns, to keep the car
lightweight. The area between the inner edges of the
35 vertical plates at each end of the car is intended to be
free of bracing. Also, the vertical plates desirably
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extend throush the central portion of the columns to
which they are joined.
It has been found that a railroad car
according to the disclosure of the Baker U.S. Patent
5 No. 4,543,887 has a highly efficient load to empty
weight ratio when the car length is in the range of
about sixty to seventy-one feet long. However, longer
cars, such as about se~enty-two to ninety feet in
length, which use the design of the Baker patent and are
10 intended to carry maximum loads as dictated by axle
capacities, have been found by studies to have insuf-
ficient strength to meet impact load requirements set by
American railroads. A need accordingly exists for a
! further improved lightweigh~ center beam railroad car
15 which satisfies these requirements.
Summary of the Invention
According to its broadest aspect, the present
invention relates to a freight carrying railroad car
having a predetermined length comprising a body
20 supported at each end by wheel-containing truck means;
! the body having a vertical center beam extending
longitudinally the length of the car between bulkheads at
jl each end of the car; the center beam comprising a center
sill, a top sill parallel to and spaced above the center
25 sill, and a plurality of vertical spaced apart columns
rigidly connected at their lower ends to the center sill
and at their upper ends to the top sill; the top sill
including a center structural member, extending the
length of the car between the bulkheads, having a bottom
30 joined to the top of the columns and extending upwardly
therefrom and terminating in an upper horizontal surface;
a pair of side structural members, extending between the
bulkheads, one on each horizontal side of an parallel to
the center structural member; and an upper horizontal
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plate running the length of the car joined to the side
structural members and the center structural member.
According to another broad aspect, the
invention relates to a freight carrying railroad car
having a predetermined length comprising a body supported
at each end by wheel-containing truck means; the body
having a vertical center beam extending longitudinally
the length of the car between bulkheads at each end of
the car; the center beam comprising a center sill, a top
sill parallel to and spaced above the center sill, and a
plurality of vertical spaced apart columns rigidly
connected at their lower ends to the center sill and at
their upper ends to the top sill; the top 6ill including
~a stationary center structural member extending the
:15 length of the car between and fixedly joined to the
bulkheads, having a bottom fixedly joined to the top of
the columns and extending upwardly therefrom and
- terminating in an upper horizontal surface, the center
structural member bottom including a horizontal plate
joined to the top of the columns, said center structural
member horizontal plate being unitary and 6 ubstantially
as wide as the columns, and a vertical web extending
upwardly from the top surface of the horizontal plate and
terminating in said upper horizontal surface; a pair of
stationary side structural members, extending between
the bulkheads, one on each horizontal side of and
parallel to the center structural member; and an upper
stationary horizontal plate running the length of the car
joined to the side structural members and the center
structural member vertical web upper horizontal surface.
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Also according to the invention a freight carrying
railroad car is provided having a predetermined length
comprising a body supported at each end by wheel-
containing truck means; the body having a vertical
center beam extending longitudinally the length of the
car between bulkheads at each end of the car; the center
beam comprising a center sill, a top sill parallel to
and spaced above the center sill, and a plurality of
vertical spaced apart columns rigidly connected at their
lower ends to the center sill and at their upper ends to
the top sill; a vertical plate, at each end of the car,
extending from the center sill to the top sill, and from
the respective bulkhead at that end inwardly along the
center sill; each vertical plate being joined to the
center sill, top sill, bulkhead and a plurality of said
columns such that opposed facing ends of said vertical
plates are spaced from each other a distance of at least
about 60% of the length of said car between the bulk-
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heads; and between the facing end of each of the verti-
cal plates and the car length center, at least one
bracing bar extending diagonally downwardly, toward the
car length center, from the top sill to the center sill,
5 so that when the car is subjected to impact loads the
bars on one side of the car longitudinal center are
placed in tension and the bars on the other side of the
car center are placed in compression.
The bar braces can extend through openings in
10 the columns or the bar braces can be placed along the
sides of the columns.
Desirably, the car has at least four such
diagonal bar braces with one-half the number of bar
braces being on each side of the car longitudinal
15 center Additionally, the bar braces on each side of
the car longitudinal center can be positioned about
parallel to each other. Regardless of the number of bar
braces, they can be directed at an angle of about 45 to
the center 5ill.
The ends of each bracing bar can be connected
to vertical plates, with the upper end of each bar con-
nected to a vertical plate joined to a column and to the
top sill, and with the lower end of each bar connected
to a vertical plate joined to a column and the center
25 sill.
The use of bar braces is particularly suitable
when the car is longer than seventy-two feet and up to a
maximum of about ninety feet for American railroads.
To handle the increased stresses imposed on a
30 long car, the center beam top sill can be provided with
a center structural member, extending the length of the
- car between the bulkheads, joined to the top of the
columns; a side structural member, extending between the
bulkheads, on each horizontal side of and parallel to
35 the center structural member; a vertical plate or web,
extending laterally from each side structural member to
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the center structural member, adjoining each column top;
a separate horizontal strip plate or flange, joined to
the bottom edge of each vertical plate, extending from
each side structural member to the center structural
5 member; and, a horizontal longitudinal plate running the
length of the car and joined to the top of the side
structural members and the ~enter structural member and
desirably the vertical plates or webs. The structural
members can be channel members and the horizontal longi-
10 tudinal plate can have a width equal to the distancebetween the channel members. The width of the top sill
between the structural members desirably is at least 40
of the width of the car.
Brief Description of the Drawings
Figure 1 is a side elevational view of one
embodiment of a freight carrying railroad car according
to the invention;
Figure 2 is a plan view of the railroad car
shown in Figure 1 taken along the line 2-2;
Figure 3 is an end view taken along the line
3-3 of Figure l;
Figure 4 is a sectional view taken along the
25 line 4-4 of Figure l;
Figure 5 is an enlarged side elevational view
showing the upper end of a bracing bar connected to a
vertical plate joined to the top sill and a center beam
column;
Figure 6 is an enlarged front elevational view
of the bracing bar upper end connected to the vertical
plate shown in Figure 5;
Figure 7 is an enlarged side elevational view
showing the lower end of a bracing bar connected to a
35 vertical plate joined to the center sill and a center
beam column;
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Figure 8 is an enlarged front elevational view
of the bracing bar lower end connected to the vertical
plate shown in Figure 7;
Figure 9 is a sectional view taken along the
5 line 9-9 of Figure l; and
Figure 10 is a side elevational view of one
end of the top sill supported by the top of a bulkhead.
Detailed Description of the Drawings
To the extent it is reasonable and practical,
the same or similar elements which appear in the various
views of the drawings will be identified by the same
numbers.
With reference to Figure 1, the center beam
railroad car 20 has a center beam 22 comprising a light-
weight center sill 24, a top sill 26, and columns 66 and
68. Body bolsters (not shown) are joined to the bottom
opposite ends of the center sill and they in turn mate
20 with truck bolsters in trucks 28 and 30 to support the
car body. The car body ends with end sills 46 from
which bulkheads 34 extend vertically upwardly. The
center beam 22 extends longitudinally in vertical or
upright position between the two bulkheads 34.
Extending laterally from each side of center
sill 24 are two different arrangements of cross bearers
40 and 50 joined at their ends to side sills 36. The
- cross bearers 40 are located at each end~portion of the
car above the trucks 28 and 30. Those cross bearers are
30 structurally the same as disclosed in U.S. Patent
No. 4,543,887 and include a horizontal shear plate 42
which rests on the top of center sill 24 and extends for
the full width of the car to the two side sills 32. The
purpose of the shear plate is to transfer some of the
35 draft and buff loads from the center sill to the side
sills and to reinforce the car in the vicinity of the
body bolster.
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The cross bearers 50 (Figure 4) have a sloped
bottom flange 52, a vertical web 54 and a sloped top
flange 56 which is supported on the top of center sill
24 by members 58. Extending upwardly from the top of
5 flange 56 are vertical extensions 60 which function as
attachments for columns 66 and 68.
Extending upwardly from center sill 24 in the
central 60% to 80% or so of the car length between the
bulkheads, where the cross bearers join the center sill,
10 is a plurality of vertical columns 68 (Figure 1) which
have a web 72 lateral to the center sill and two sloped
flanges 74, 76 joined to the web edges. However, at the
ends of the car, and primarily above each shear plate
42, a vertical plate 100 extends upwardly for a distance
lS equal to the height of columns 66 and vertically divides
those columns in half. Otherwise, columns 66 and 68 are
identical. Each plate 100 is joined to its adjacent
bulkhead 34. The lower edge of each plate 100 is joined
to the center sill 24 and the top edge of each plate 100
20 is connected to the top sill 26. The plates 100 are
further reinforced against buckling by a pair of hori-
zontal members 102, 104 vertically spaced apart on each
side of the plate.
The space between adjacent columns 68 is left
25 open except for the bar braces which will be described
hereinafter. In other words, the plates 100 are of
limited longitudinal length and do not extend the length
of the car. The plates 100 generally extend lon~i-
tudinally of the car only a very short distance beyond
30 the end of the adjacent truck. The longitudinal dis-
tance between the vertical edges or ends 90, 92 (Figure
1) of the two identical plates 100 will generally be
from 60 to 80% of the distance between the bulkheads.
This arrangement permits a very significant reduction in
35 car weight.
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E~tending the full length of the car between
and joined to the bulkheads is the top sill 26. The top
sill 26 includes a center structural member 120 (Figures
6 and 9) which is joined to the tops of columns 66,
5 68. The upper edge of each plate 100 is joined to the
bottom of member 120. The ends of the center structural
member 120 are joined to the upper portion of each bulk-
head 34 (Figure 10). Extending laterally outwardly,
above each column 66, 68, from each side of the center
10 structural member 120 are vertical webs 122 which are
joined to the side structural members 124, shown as
channel members, which extend the length of the car
between the bulkheads and which are parallel to each
other and to center structural member 120, which can be
15 an inverted T-member. The structural T-member 120 has a
unitary horizontal plate 121 from which integral vertical
web 123 extends upwardly and terminates in an upper
horizontal surface 125. The T~member unitary horizontal
plate 121 is substantially as wide as the top of the
20 columns 68. The bottom of each web 122 has a flange 126
extending from the member 120 to each member 124. Plate 128
- is joined to the top of center structural member 120, webs
122 and channel members 124 and it extends longitudinally
the full length of the car between the bulkheads 34.
~5 The de3cribed top sill 26 desirably has a
width which is at least 40%, and better yet about 50% or
more, of the width of the car to provide the desired
strength for a long car of about seventy-two feet or
more.
The construction of bulkheads 34 is of conven-
tional design. The important thing is that the bulk-
heads be 6ufficiently strong to transfer forces to
center beam 22 without yielding excessively. With
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reference to Figure 3, conventional bulkheads 34 can
include a framework which includes three vertical spaced
apart wide flange beams 80, two or more horizontal and
spaced apart pressed channel members 82 and vertical
spaced apart angle members 84. The vertical inner face
of the framework can be covered with a flat metal sheet
86.
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The center beam 22 for a long car, such as at
least seventy-two feet, and desirably about eighty feet
or more, long is provided with at least two diagonal bar
braces 200 and 300. Each of these bar braces 200, 300
5 is located between one of the vertical facing ends or
edges 90, 92 of the vertical plates 100 and the center
of the car length (Figure 1). Each bar brace 200, 300
extends diagonally downwardly toward the center ~ from
the top sill 26 to the center sill 24 through holes in a
10 plurality of the webs 72 of columns 68. The bar braces
200, 300 can be positioned at an angle of about 45 to
the center sill but each bar brace should slope in an
opposite direction with respect to the other bar brace.
Figures 5 and 6 illustrate how the upper end
15 210 of bar brace 200 is joined to the center beam.
Vertical plate 229 is joined to web 72 and to the bottom
of center structural member 120. Then the bar brace
upper end 210 is fitted into a slot cut into plate 220
and then the bar and plate are welded together. In the
20 same manner the upper end of bar 300 is joined to the
top sill 26.
Figures 7 and 8 illustrate how the lower end
310 of bar brace 300 is joined to the center beam.
Vertical plate 320 is joined to web 72 and to the top of
25 center sill 24. Then the bar brace lower end 310 is
fitted into a slot cut into plate 320 and then the bar
and plate are welded together. In the same manner the
lower end of bar brace 200 is joined to the center sill.
For the longer size cars, it is generally
30 desirable to employ a plurality, but an equal number, of
diagonal braces sloping in each direction. Thus, with
reference to Figure 1, a bar brace 202, parallel to and
spaced away from bar brace 200, can be added and joined
to the top sill and center sill as already described.
35 Similarly, bar brace 302, parallel to and spaced away
from bar brace 300, can be added and joined to the top
sill and center sill as already described.
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The diagonal bar braces are used in pairs
sloping opposite to each other so that when the car is
subjected to an impact load half the number of bar
braces is placed in tension and the other half is placed
5 in compression. The result is that the center beam is
very efficiently strengthened with minimum increase in
weight so that a long, but lightweight center beam car
can be provided which is capable of handling long heavy
loads.
The foregoing detailed description has been
given for clearness of understanding only, and no un-
necessary limitations should be understood therefrom, as
modifications will be obvious to those skilled in the
art.
