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| United States Patent | 5214886 |
| Link to this page | http://www.wikipatents.com/5214886.html |
| Inventor(s) | Hugron; Denis P. (1855, Georges, St-Hubert, Quebec) |
| Abstract | A breakaway connection is mounted between a lower and an upper post section
for upstandingly supporting the upper section on the lower section. The
breakaway connection has a U-shape cross-section with lateral flanges. A
weakened linear section extends horizontally on the flanges and partly on
the U-shaped portion and is adapted to break upon a lateral impact. The
linear section extending downwardly into folds between the flanges and the
U-shaped portion of the connection for allowing the upper part of the
connection to tilt backwardly while both the upper and lower parts of the
connection remain linked together. |
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Title Information  |
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Drawing from US Patent 5214886 |
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Breakaway connection for post |
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| Publication Date |
June 1, 1993 |
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| Filing Date |
June 12, 1992 |
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Title Information  |
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References  |
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| *references marked with an asterisk below are user-added references |
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| Market Size |
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Estimate the gross annual revenues of the relevant market
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| Market Share |
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| Reasonable Royalty |
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What percentage of gross sales should the inventor or assignee be paid?
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Public's "Guesstimation" of Royalty Value
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| Market Size | N/A | [No votes] | | x | Market Share | N/A | [No votes] | | x | Reasonable Royalty | N/A | [No votes] |
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Market Review  |
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Technical Review  |
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Claims  |
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I claim:
1. A breakaway connection adapted to be overlapping fixed on a post formed
of superposed and separated upper and lower sections defining a boundary
line therebetween, said sections having a generally cross-sectional
U-shaped configuration formed by a web face, two sidewalls extending on
each side of said web face at an angle slightly exceeding 90 degrees, and
a lateral flange extending outwardly from each one of said sidewalls in a
co-planner direction, said connection formed exclusively of an iron
channel stub having a cross-sectional configuration similar to the post,
said stub having a continuous weakened linear section extending
horizontally across the web face and said sidewalls and downwardly in fold
lines between said flanges and said sidewalls, said linear section across
said web face adapted to be located at a level corresponding to said
boundary line,
whereby, when said connection is impacted upon said web face above said
weakened linear section, the connection is adapted to tear continuously
along said linear section and tilt backwardly while both the upper and
lower sections remain linked to each other by said flanges.
2. A breakaway connection adapted to be overlapping fixed on a post formed
of superposed and separated upper and lower sections defining a boundary
line, said sections having a generally cross-sectional U-shaped
configuration formed by a web face, two sidewalls extending on each side
of said web face at an angle slightly exceeding 90 degrees, and a lateral
flange extending outwardly from each one of said sidewalls in a co-planner
direction, said connection formed exclusively of an iron channel stub
having a cross-sectional configuration similar to the post, said stub
having a continuous weakened linear section extending horizontally across
both lateral flanges and sidewalls and downwardly in fold lines between
said web face and each of the sidewalls, said linear section across said
flanges adapted to be located at a level corresponding to said boundary
line,
whereby, when said connection is impacted upon said flanges above said
weakened linear section, the connection is adapted to continuously tear
along said linear section and tilt backwardly while both the upper and the
lower sections remain linked to each other by said web face.
3. A breakaway connection as recited in claim 2, wherein the web face of
the connection is provided with holes above and below said boundary line,
said holes adapted to allow the passage of bolts for retaining said
connection to said upper and lower sections.
4. A breakaway connection as recited in claim 2, wherein the weakened line
section is a groove.
5. A breakaway connection as recited in claim 4, wherein the groove is
about two thirds to one half the thickness of the iron.
6. A breakaway connection as recited in claim 1 and 2, wherein a hole is
provided at the intersection of the horizontal and the downward weakened
linear sections.
7. A post having a lower section adapted to be secured in the ground and an
upper section separately superposed above and extending from said lower
section, a breakaway connection formed exclusively of an iron channel stub
having a cross-sectional configuration similar to said lower and upper
section, said connection having a generally U-shaped configuration formed
by a web face, two sidewalls extending on each side of said web face at an
angle slightly exceeding 90 degrees, and a lateral flange exceeding
outwardly from each one of said sidewalls in a coplanar direction said
connection having a continuous weakened linear section extending
horizontally across the web face and said sidewalls and downwardly in fold
lines between said flanges and said sidewalls, said linear section across
said web face defining a boundary line at a level between the upper and
the lower section, means for securing the web faces of said connection and
of said upper and lower sections in an overlapping arrangement,
whereby, when said upper section is impacted above said boundary line, the
connection is adapted to tear along said linear section and tilt
backwardly while both the upper and lower sections remain linked to each
other by said flanges. |
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Claims  |
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Description  |
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BACKGROUND OF THE INVENTION
The present invention is directed to street and highway posts generally
used to support a signboard and more specifically to a connection adapted
to be mounted between a lower post section and an upper post section. The
connection is particularly adapted to prevent damage to the lower post
section when the post is hit by a vehichle, and in many instances to also
prevent damages to the upper post section.
The invention is particularly directed to a specific type of connection
having a corrugated cross-section and more specifically, to a U-shape
channel having two lateral flanges extending outwardly from the U-shaped
channel. The connection is provided with a weakened linear section
extending partly through the cross-section of the channel so as to allow
the tilting of the upper post section relative to the lower post section
and a subsequent tearing apart of the connection to maintain the upper
post section linked to the lower post section.
PRIOR ART
A search of the prior art has revealed three related patents. U.S. Pat. No.
4,858,876 issued on Aug. 22, 1989, is directed to a breakaway connection
between a lower and an upper post section which makes use of a shear pin
for maintaining both sections together and a cable for maintaining the
link between both sections after the shear pin has been broken.
In Canadian patent No. 1,000,122, the lower and upper post sections are
connected with a pair of clamp members, one of which has a transverse zone
of reduced cross-section to initiate the severance of both the upper and
lower post sections upon impact. The link between both the upper and lower
sections is maintained by a bolt fixed between the clamp member and the
lower post section.
Canadian patent No. 1,090,981 issued on Dec. 9, 1980 similarly describes a
post construction including an upper and a lower section which are held
together by a flat retainer bar bolted between overlapping portions of the
upper and the lower post sections. The retainer bar is intended to
maintain the link between the upper and the lower section after the post
has been hit.
In the three above mentioned patents, it is pointed out that the upper and
the lower post sections are made of channels having substantially the same
cross-sections. This is the type of channels which is commonly used for
highway and street signposts. The three patents make use of hardward which
must be built especially for the purpose described. This hardware is
generally quite distinct from the construction of the post itself and in
some cases requires the casting of parts.
It is one of the objects of the present invention to make use of a
connection between the upper and the lower sections which has exactly the
same cross-section as both the upper and the lower sections. The novel
connection is specifically provided with a weakened linear section so as
to provide a zone of weakness which initiates the breaking of the
connection and which further allows the tearing of the connection while
maintaining a link between both ends thereof.
SUMMARY OF THE INVENTION
The invention is directed to a breakaway connection for posts formed of a
U-shaped iron channel having a web face, two side walls extending on each
side of the web face at an angle slightly exceeding 90 degrees and a
lateral flange extending outwardly from each of the side walls in a
co-planner direction. In one embodiment, the connection has a weakened
linear section extending horizontally and continuously across the web face
and the side walls and downwardly in fold lines between the flanges and
the side walls. In another embodiment, the connection has a weakened
linear section extending horizontally across both lateral flanges and the
side walls and downwardly into fold lines between the web face and each of
the side walls. Considering that the weakened linear section defines a
boundary between an upper and a lower part of the connection, an impact
upon the upper part of the connection will cause the connection to tear
along the horizontal portion of the linear section and tilt backwardly
while both the upward and lower parts of the connection remain linked to
each other.
Although the invention especially applies to a post formed of a channel
having only one U-shaped channel, the same invention applies to a post or
a fence having a corrugated shaped formed of alternating right-angular
grooves and ridges wherein the weakened linear section are provided in
similar manners as when the post has only one U-shaped cross-section with
lateral flanges.
The weakened linear section is preferably contemplated as a groove provided
in the material of the connection which is usually iron.
BRIEF DESCRIPTION OF THE DRAWINGS
FIG. 1 is a side view of a post having a lower and an upper section held
together by a breakaway connection according to the invention,
FIG. 2 is a side view of a post supported by a breakaway connection being
hit by a vehicle,
FIG. 2a is an enlarged view of encircled portion 2a of FIG. 2,
FIG. 3 is a cross-sectional view taken along line 3--3 of FIG. 1,
FIG. 3a is a cross-sectional view similar to FIG. 3 for an alternative
embodiment of the invention,
FIGS. 4 and 5 are respectively side and front views of the first embodiment
of the invention,
FIGS. 4a and 5a are respectively side and front views of the alternative
embodiment of the invention,
FIG. 6 is a cross-sectional view illustrating the weakened linear section
of the breakaway connection to the invention, and
FIG. 7 is a perspective view of a portion of the breakaway connection
illustrating a weakened linear connection according to the first
embodiment of the invention.
DETAILED DESCRIPTION OF THE INVENTION
FIG. 1 illustrates a breakaway connection 10 according to the invention
holding an upper post section 12 superposed on a lower post section 14.
The lower post section 14 is secured in the ground and embedded in cement
16 so as to be permenantly used even after the upper section 12 has been
hit by a vehicle. FIG. 1 also illustrates a signboard 18 at the top of the
upper post section 12. The signboard 18 is illustrated facing frontwardly
to properly identify its meaning but in practice, this signboard should be
seen sideways facing the left hand side of the upper post 12.
FIGS. 2 and 2a show the resulting shape of the breakaway connection 10
after it has been hit by a car 20 in the direction of the arrow 22. The
breakaway connection 10 is held to the upper post section 12 by bolts 24
and to the lower post section 14 by bolts 26. Upon impact, the upper post
section 12 tilts in the direction of the arrow 28, while both the upper
and lower post sections 12 and 14 remain linked to each other by a central
strip on the web face 38 which tears along predetermined lines defined by
weakened linear sections as seen later.
The upper and lower post sections 12 and 14 have corresponding
cross-sectional configuration which is illustrated in FIGS. 3 and 3a. It
includes a web face 32, two side walls 34 which are extending on each side
of the web face 32 at an angle slightly exceeding 90 degrees. Two lateral
flanges 36 extend outwardly from each side wall 34 in a coplanner
direction. The breakaway connection 10 has a similar U-shape configuration
as the upper and the lower post sections 12 and 14 and is provided with a
web face 38, side walls 40 and flanges 42. The breakaway connection 10
extends partly inside the U-shape channel 12 and 14 and is secured to each
of them by few bolts 24 and 26 extending through the web faces 32 and 38.
The bolts 24 and 26 extends through holes 44 and 46 which are generally
provided in the web faces 32 and 38.
The breakaway connection as particularly illustrated in FIGS. 4 and 5 is
provided with a recessed linear section having a horizontal portion 48
along the web face 38, a horizontal section 50 along the side walls 40 and
vertical recessed linear sections 52 which are in the folds between the
flanges 42 and the sidewalls 40. The weakened linear sections 48, 50 and
52 are generally constituted of a groove extending through the material of
the breakaway connection. The breakaway connection is generally made of
galvanized iron and the groove extends in the material at about 1/2 to 2/3
the thickness of the iron.
The breakaway connection is fixed to the upper and lower sections 12 and 14
so that the grooves 48 and 50 are aligned with the intersections of both
the upper and lower post sections 12 and 14. When the upper post section
12 is hit by a car such as 20 in the direction of arrow 54, the grooves 48
and 50 will allow the breakaway connection to open up along the grooves 48
and 50 and tilt in the direction of the arrow 56. When the impact remains
on the upper post section with a follow through, the vertical groove 52
will open up until it reaches the bottom of the grooves 52, that is, the
holes 55 at which point the material of the connection will provide a
strong resistance to tearing. The length of the groove 52 is usually
chosen so as to correspond a tilting of the upper post section 12
corresponding to its abutment with the adjacent ground.
This first embodiment as shown in FIGS. 3, 4 and 5 is contemplated for an
impact coming in the direction of the arrow 54 and for this purpose, the
breakaway connection is mounted inside the U-shaped channels 12 and 14
with the configuration of the recessed linear sections 48, 50 and 52
extending horizontally through the web face 38, the sidewalls 40 and
vertically down the folds between the lateral flanges 42 and the sidewalls
40.
The embodiment illustrated in FIGS. 3, 4 and 5 is directed to the breakaway
connection being hit on the web face side 38. However, the same invention
applies when the breakaway connection is expected to be preponderantly hit
on the flange side 36 as shown in FIGS. 3a, 4a and 5a. For this purpose,
the breakaway connection 12a is straddeling the U-shape channel of the
upper and lower post sections as particularly shown in FIG. 3a. For this
purpose, the weakened linear section is characterized by a recessed linear
section 60 extending on the flanges 42a and by recessed linear sections 62
extending on the side walls 40a and by a recessed linear section 64
extending downwardly in the folds between the web face 38a and the side
walls 42a. With this second embodiment, when the breakaway connection 10a
which is fixed to a lower and upper post section in the manner shown in
FIG. 3a, the portion of the connection 10a above the horizontal recessed
linear sections 60 and 62 will start to tilt in the direction of the arrow
66 and the portion of the web face 38a between the two recessed sections
64 will be torn away from the sidewalls 40a until they reach their lower
end provided with small holes 68. If the impact in the direction of the
arrow 65 persists, the part of the connection 10a which is secured to the
lower post section 14 by the bolts and nuts 24a will strongly resist
further tearing apart of the connection. The length of the vertical
recessed sections 64 may be contemplated to allow the upper post section
12 to lean until the top end touches the ground while still being linked
to the lower post section 14 by the breakaway connection 10. In this
second embodiment, the recessed sections 60 and 62 are essentially
horizontal while recess section 64 is essentially vertical. In order to
provide a continuity between the tearing apart of the horizontal recessed
sections 62 with 64, a small hole 70 is provided at each intersection.
This is similarly true for the first embodiment illustrated in FIGS. 3-5
wherein small holes 53 are located at the intersection of the recessed
sections 52 and 48. The holes 55 and 68 are intended to stop the tearing
along the web faces 38 and 38a respectively.
The depth of the recess sections such as 50 shown in FIG. 6, may
substantially vary depending on the height of the signalling post, and the
type of impact expected. A breakaway connection intended for signalling
post on a bicycle pathway requires a deeper recess such as 50 compared to
a breakaway connection intended for signalling post installed on highways
where fast travelling vehicles are passing by.
Although the present invention has been described for a signalling post
having only one U-shaped channel provided with a pair of lateral flanges,
the same invention applies to a larger surface such as a panel or a fence
having a corrugated configuration. For such purpose, the breakaway
connection extends over a plurality of adjacent U-shaped channels which
consist of alternating grooves and ridges which have substantially right
angular folds. The recess sections which needs to be provided on such
fences are similar to the ones explained for a single U-shape channel. The
weakened linear section extends horizontally around the ridges and
downwardly in the fold lines between each side of the grooves at the
bottom of the ridges.
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Description  |
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