U.S. patent application number 11/380484 was filed with the patent office on 2007-11-01 for guardrail system.
This patent application is currently assigned to Bryson Products Inc.. Invention is credited to Chad Heimbecker.
Application Number | 20070252124 11/380484 |
Document ID | / |
Family ID | 38647489 |
Filed Date | 2007-11-01 |
United States Patent
Application |
20070252124 |
Kind Code |
A1 |
Heimbecker; Chad |
November 1, 2007 |
Guardrail System
Abstract
A guardrail system including a sled designed to absorb the
impact of a vehicle is disclosed. The sled forms part of the
terminal portion of the guardrail system. The terminal portion of
the guardrail system also includes one or more cables that are
anchored to the ground and pass through the sled. The sled supports
a cable break that is in engagement with the cable. The sled is
supported by a releasable post that is released from its base upon
the impact of a vehicle. The cable or cables extend for some
distance from the sled along the guardrail system. Once the post
supporting the sled is released from its base due to the impact of
a vehicle, the sled can move along the cable with the friction
between the cable brake and the cable gradually dissipating the
energy from the impact.
Inventors: |
Heimbecker; Chad;
(Allentown, PA) |
Correspondence
Address: |
PAUL AND PAUL
2000 MARKET STREET
SUITE 2900
PHILADELPHIA
PA
19103
US
|
Assignee: |
Bryson Products Inc.
Bethlehem
PA
|
Family ID: |
38647489 |
Appl. No.: |
11/380484 |
Filed: |
April 27, 2006 |
Current U.S.
Class: |
256/13.1 |
Current CPC
Class: |
E01F 15/0438 20130101;
E01F 15/025 20130101; E01F 15/0423 20130101 |
Class at
Publication: |
256/013.1 |
International
Class: |
E01F 15/00 20060101
E01F015/00 |
Claims
1. An impact absorbing system for use with a barrier positioned
proximate a pathway for use by vehicular traffic, the impact
absorbing system comprising: a sled; at least one cable having a
portion extending between the barrier and said sled and a portion
extending between said sled and a first anchor location proximate
the pathway, in use said sled being positioned between the barrier
and said first anchor location; and a cable brake supported by said
sled, wherein a portion of said cable passing through said sled and
extending at least six inches on either side of said sled follows a
non-tortuous path, whereby when the impact absorbing system is
installed proximate the pathway, said sled can move along said
cable upon impact of a vehicle on said sled, the vehicle impacting
said sled with energy, and with frictional forces between said
cable and said cable brake dissipating at least a portion of the
energy from the impact.
2. The impact absorbing system of claim 1, wherein for each and
every point within said portion of said cable passing through said
sled and extending at least six inches on either side of said sled
if a direction vector of said cable at a selected end point of said
portion of said cable is placed in tip to tale relationship with a
direction vector of said cable at a point within said portion of
said cable then said direction vector of said cable at said
selected end point and said direction vector of said cable at said
point within said portion of said cable define an internal angle in
the range of 100.degree. to 180.degree..
3. The impact absorbing system of claim 1, wherein internal angles
formed by any bends in said portion of said cable passing through
said sled and extending at least six inches on either side of said
sled are in the range of greater than or equal to 100.degree. to
less than or equal to 180.degree..
4. The impact absorbing system of claim 1, wherein internal angles
formed by any bends in said portion of said cable passing through
said sled and extending at least six inches on either side of said
sled are in the range of greater than or equal to 110.degree. to
less than or equal to 180.degree..
5. A guardrail system having an impact absorbing terminal portion
comprising: a sled according to claim 1; a barrier comprising at
least one guardrail post adapted for being fixed to a surface
proximate a roadway; at least one cable having a portion extending
between said guardrail post and said sled and a portion extending
between said sled and a first anchor location near the surface
proximate the roadway, in use said sled being positioned between
said guardrail post and said first anchor location; and a cable
brake supported by said sled, said cable brake comprising at least
a first brake pad and a second brake pad positioned on opposite
sides of said cable, said first brake pad and said second brake pad
frictionally engaging said cable in use, whereby when the guardrail
system is installed on a side of the roadway, said sled can move
along said cable upon impact of a vehicle on said sled, the vehicle
impacting said sled with energy, with frictional forces between
said cable and said first and second brake pads dissipating at
least a portion of the energy from the impact.
6. The guardrail system of claim 5, wherein said cable brake
further comprises a cable brake housing incorporated in said sled,
and wherein said first brake pad and said second brake pad are
received in said cable brake housing.
7. The guardrail system of claim 6, wherein said cable brake
housing has a cable inlet, cable outlet, and opposing sidewall
portions that are tapering from said cable inlet to said cable
outlet such that said opposing sidewall portions are closer
together near said cable outlet as compared to said opposing
sidewall portions near said cable inlet whereby as said sled moves
along said cable upon impact of a vehicle on said sled, said
tapering opposing sidewall portions tend to more forcefully squeeze
said first and second brake pads toward one another such that said
frictional forces between said cable and said first and second
brake pads are increased.
8. The guardrail system of claim 7, wherein said first brake pad
has a threaded hole provided at a location that is at spaced
separation from a surface portion of said first brake pad that is
in contact with said cable when in use, wherein said second brake
pad has a threaded hole provided at a location that is at spaced
separation from a surface portion of said second brake pad that is
in contact with said cable when in use, and wherein said cable
brake further comprises: a collar having a first surface facing
away from said first and second brake pads when said cable brake is
fully assembled, said first surface of said collar declining from
either side of said collar toward a centerline of said first
surface of said collar such that said centerline of said first
surface of said collar is depressed relative to either side of said
first surface of said collar with said first surface of said collar
sloping forward on either side of said centerline, said collar
having an elongated slot extending on either side of said
centerline, a pair of bolts each having a head and a shaft that is
threaded at least in part; and a pair of wedges each having a hole
that is sized to provide clearance for said shaft of a respective
one of said pair of bolts and said slot being sized to provide
clearance for said shaft of each of said pair of bolts and said
cable such that said shaft of each of said pair of bolts can pass
through said hole of a respective one of said pair of wedges and
said slot to engage a respective one of said threaded hole of said
first brake pad and said threaded hole of said second brake pad,
wherein when each of said pair of wedges is positioned in contact
with a respective sloping portion of said first surface of said
collar on either side of said centerline of said first surface of
said collar, and when each of said pair of bolts is positioned such
that its shaft passes through said hole of said respective one of
said pair of wedges and said slot and engages a respective one of
said threaded hole of said first brake pad and said threaded hole
of said second brake pad, tightening said pair of bolts with said
head of each of said bolts being in contact with said respective
one of said pair of wedges tends to force said first and second
brake pads toward one another such that frictional forces between
said cable and said first and second brake pads are increased.
9. The guardrail system according to claim 8, wherein said cable
has a longitudinal axis, wherein each of said pair of wedges has a
thick side and a thin side, wherein said pair of wedges are
positioned on opposite sides of said centerline of said first
surface of said collar with said cable passing between said pair of
wedges, and wherein each of said pair of wedges is placed in
contact with said respective sloping portion of said first surface
of said collar with its thick side being positioned closer to said
centerline of said first surface of said collar than its thin side
such that in operation said head of each of said pair of bolts is
in contact with a front surface of a respective one of said pair of
wedges that is essentially perpendicular to said longitudinal axis
of said cable.
10. The guardrail system according to claim 9, wherein said slot
has a widened middle portion through which said cable passes in
operation, said widened middle portion having an outline that
follows a circular arc on either side of said slot.
11. The guardrail system according to claim 5, wherein the
guardrail system comprises a base adapted for being fixed to the
surface proximate the roadway, wherein said base comprises a base
plate, and wherein said sled further comprises at least one skid
plate capable of being supported on top of said base plate for
essentially rectilinear movement parallel to said base plate upon
impact of the vehicle on said sled.
12. The guardrail system according to claim 11, wherein when in use
said base plate is inclined such that it slopes upward in the
direction of oncoming traffic.
13. The guardrail system according to claim 11, wherein said base
plate is provided with a guide that guides said skid plate during
said rectilinear movement of said skid plate relative to said base
plate.
14. The guardrail system according to claim 13, wherein said guide
is in the form of a channel that receives a portion of said skid
plate.
15. The guardrail system according to claim 13, wherein said guide
is in the form of opposing channels on either side of said base
plate that receive portions of said skid plate on either side of
said skid plate.
16. The guardrail system according to claim 13, wherein said guide
is in the form of a pocket that receives a portion of said skid
plate.
17. The guardrail system according to claim 11, wherein said sled
further comprises a beam, said beam has a lower end, said beam
supports said cable brake housing and said skid plate is attached
to said beam at said lower end of said beam.
18. The guardrail system according to claim 17, further comprising
a catch member pivotally attached to said beam such that said catch
member pivots about a horizontal pivot axis, said catch member
being pivotally movable between a raised position and a lowered
position, when said sled is mounted on said base with said catch
member positioned substantially on the side of said beam that faces
toward oncoming traffic and with said catch member in the lowered
position, said catch member has a portion that overlaps at least a
portion of said base as seen from the view of oncoming traffic such
that movement of said sled relative to said base in the same
direction as oncoming traffic would essentially be prevented by
interference between said catch member and said base.
19. The guardrail system according to claim 18, further comprising
a lever arm attached to said catch member, said catch member being
movable between said lowered position and said raised position
responsive to said lever arm moving between a first position and a
second position such that said catch member moves toward said
raised position as said lever arm is moved toward said second
position which is closer to said beam compared to said first
position, whereby when said sled is mounted on said base with said
catch member positioned substantially on the side of said beam that
faces toward oncoming traffic and with said catch member in the
lowered position and with said cable being in engagement with said
cable brake, said lever arm is moved to said second position by a
vehicle in the process of colliding with said sled before the
vehicle has an impact upon said sled to thereby free said sled for
rectilinear motion relative to said base such that said sled can
move relative to said base due to the impact energy imparted to
said sled by the vehicle and gradually slow down the vehicle.
20. The guardrail system according to claim 19, wherein said catch
member comprises two parallel plates that are spaced apart from one
another and a catch plate extending between said parallel plates,
each of said parallel plates being provided with a hole and with
said hole of a first one of said parallel plates being in registry
with said hole of a second one of said parallel plates, wherein
each said hole in each of said parallel plates is located at spaced
separation from said catch plate, wherein the guardrail system
further comprises a shaft passing through an opening in said beam
and through each said hole in each of said parallel plates to
thereby pivotally attach said catch member to said beam, and
wherein when said sled is mounted on said base with said catch
member positioned substantially on the side of said beam that faces
toward oncoming traffic and with said catch member in the lowered
position, a portion of said catch plate overlaps at least a portion
of said base as seen from the view of oncoming traffic such that
movement of said sled relative to said base in the same direction
as oncoming traffic would essentially be prevented by interference
between said catch member and said base.
21. The guardrail system according to claim 11, further comprising
a catch member pivotally attached to said sled such that said catch
member pivots about a horizontal pivot axis, said catch member
being pivotally movable between a raised position and a lowered
position, when said sled is mounted on said base with said catch
member positioned substantially on the side of said sled that faces
toward oncoming traffic and with said catch member in the lowered
position, said catch member has a portion that overlaps at least a
portion of said base as seen from the view of oncoming traffic such
that movement of said sled relative to said base in the same
direction as oncoming traffic would essentially be prevented by
interference between said catch member and said base.
22. The guardrail system according to claim 21, further comprising
a lever arm attached to said catch member, said catch member being
movable between said lowered position and said raised position
responsive to said lever arm moving between a first position and a
second position such that said catch member moves toward said
raised position as said lever arm is moved toward said second
position which is closer to said brake housing compared to said
first position, whereby when said sled is mounted on said base with
said catch member positioned substantially on the side of said sled
that faces toward oncoming traffic and with said catch member in
the lowered position and with said cable being in engagement with
said cable brake, said lever arm is moved to said second position
by a vehicle in the process of colliding with said sled before the
vehicle has an impact upon said sled to thereby free said sled for
rectilinear motion relative to said base such that said sled can
move relative to said base due to the impact energy imparted to
said sled by the vehicle and gradually slow down the vehicle.
23. The guardrail system according to claim 22, further comprising
an impact plate attached to said lever arm.
24. The guardrail system according to claim 21, wherein said catch
member comprises two parallel plates that are spaced apart from one
another and a catch plate extending between said parallel plates,
each of said parallel plates being provided with a hole and with
said hole of a first one of said parallel plates being in registry
with said hole of a second one of said parallel plates, wherein
each said hole in each of said parallel plates is located at spaced
separation from said catch plate, wherein the guardrail system
further comprises a shaft passing through an opening in said sled
and through each said hole in each of said parallel plates to
thereby pivotally attach said catch member to said sled, and
wherein when said sled is mounted on said base with said catch
member positioned substantially on the side of said sled that faces
toward oncoming traffic and with said catch member in the lowered
position, a portion of said catch plate overlaps at least a portion
of said base as seen from the view of oncoming traffic such that
movement of said sled relative to said base in the same direction
as oncoming traffic would essentially be prevented by interference
between said catch member and said base.
25. The guardrail system according to claim 24, further comprising
a lever arm attached to said catch member, said catch member being
movable between said lowered position and said raised position
responsive to said lever arm moving between a first position and a
second position such that said catch member moves toward said
raised position as said lever arm is moved toward said second
position which is closer to said brake housing compared to said
first position, whereby when said sled is mounted on said base with
said catch member positioned substantially on the side of said sled
that faces toward oncoming traffic and with said catch member in
the lowered position and with said cable being in engagement with
said cable brake, said lever arm is moved to said second position
by a vehicle in the process of colliding with said sled before the
vehicle has an impact upon said sled to thereby free said sled for
rectilinear motion relative to said base such that said sled can
move relative to said base due to the impact energy imparted to
said sled by the vehicle and gradually slow down the vehicle.
26. The guardrail system according to claim 25, further comprising
an impact plate attached to said lever arm.
27. The guardrail system according to claim 11, wherein the
guardrail system further comprises at least one guardrail section,
wherein said guardrail section has a front side and a back side,
wherein said cable has a first end and a second end, said first end
of said cable is anchored to the surface proximate the roadway at
said first anchor location and said second end of said cable is
anchored in place at a second anchor location over said back side
of said guardrail section, when the guardrail system is installed
on the side of the roadway.
28. The guardrail system according to claim 27, wherein said
guardrail section is one of a plurality of guardrail sections
included in the guardrail system, wherein at least one of said
plurality of guardrail sections is supported at least in part by
said guardrail post, wherein each of said plurality of guardrail
sections has a front side, a back side, and a cross sectional shape
that provides at least one trough on said back side of each of said
plurality of guardrail sections, and wherein said second end of
said cable is anchored in position in said trough of one of said
plurality of guardrail sections, when the guardrail system is
installed on the side of the roadway.
29. The guardrail system according to claim 28, wherein said second
end of said cable is provided with a threaded shaft that is
essentially coaxial with said cable and the guardrail system
further comprises: a mounting bracket for attaching one of said
plurality of guardrail sections to said guardrail post, wherein
said mounting bracket includes at least one sleeve having a bore
with a diameter that is large enough to allow said threaded shaft
to extend through said bore of said sleeve; and a threaded nut
capable of engaging said threaded shaft, said nut being too large
to pass through said bore of said sleeve, said nut engaging said
threaded shaft with said cable extending toward said sled on an
opposite side of said sleeve relative to said nut to thereby anchor
said second end of said cable in position over said back side of
one of said plurality of guardrail sections, when said threaded nut
is engaged to said threaded shaft and the guardrail system is
installed on the side of the roadway.
30. The guardrail system according to claim 27, wherein said
guardrail section is supported at least in part by said guardrail
post, wherein said guardrail section has a cross sectional shape
that provides at least one trough on said back side of said
guardrail section, and wherein said second end of said cable is
anchored in position in said trough of said guardrail section, when
the guardrail system is installed on the side of the roadway.
31. The guardrail system according to claim 30, wherein said second
end of said cable is provided with a threaded shaft that is
essentially coaxial with said cable and the guardrail system
further comprises: a mounting bracket for attaching said guardrail
section to said guardrail post, wherein said mounting bracket
includes at least one sleeve having a bore with a diameter that is
large enough to allow said threaded shaft to extend through said
bore of said sleeve; and a threaded nut capable of engaging said
threaded shaft, said nut being too large to pass through said bore
of said sleeve, said nut engaging said threaded shaft with said
cable extending toward said sled on an opposite side of said sleeve
relative to said nut to thereby anchor said second end of said
cable in position over said back side of said guardrail section,
when said threaded nut is engaged to said threaded shaft and the
guardrail system is installed on the side of the roadway.
32. The guardrail system according to claim 31, wherein said base
has a base post adapted for being fixed to the surface proximate
the roadway to thereby anchor said base to the surface proximate
the roadway, wherein said base post has a top, and wherein said
base plate is attached to said top of said base post, the guardrail
system further comprising: an anchor structure for anchoring said
first end of said cable to the surface proximate the roadway at
said first anchor location when the guardrail system is installed
on a side of the roadway.
33. The guardrail system according to claim 32, wherein said
threaded nut is a first threaded nut and said threaded shaft is a
first threaded shaft, wherein said first end of said cable is
provided with a second threaded shaft that is essentially coaxial
with said cable and said anchor structure comprises: an anchor post
adapted for being fixed to the surface proximate the roadway, in
use said anchor post being positioned upstream of said base post
relative to the direction of traffic flow in a lane of the roadway
nearest the guardrail system; a pair of bars extending in parallel
between said anchor post and said base post, each of said pair of
bars having a longitudinal axis, each of said pair of bars having a
first end and a second end, each of said pair of bars being
attached to said anchor post proximate said first end thereof, and
each of said pair of bars being attached to said base post
proximate said second end thereof; at least one angled plate
extending between said pair of bars at a position intermediate said
anchor post and said base post, said angled plate having an
inclined portion that is angled relative to said longitudinal axis
of each of said pair of bars such that in use said inclined portion
rises upward relative to the surface proximate the roadway with
decreasing horizontal distance from said anchor post, said inclined
portion having an opening that is large enough to allow said second
threaded shaft at said first end of said cable to extend through
said opening of said inclined portion; and a second threaded nut
capable of engaging said second threaded shaft at said first end of
said cable, said second threaded nut being too large to pass
through said opening of said inclined portion, said second nut
engaging said second threaded shaft at said first end of said cable
with said cable extending toward said sled on an opposite side of
said inclined portion relative to said second nut to thereby anchor
said first end of said cable in position at said first anchor
location, when said second threaded nut is engaged to said second
threaded shaft at said first end of said cable and the guardrail
system is installed on the side of the roadway.
34. The guardrail system according to claim 33, wherein said
opening in said inclined portion is in the form of a U-shaped
slot.
35. The guardrail system according to claim 33, wherein said cable
is a first cable, said cable brake is a first cable brake, said
sleeve is a first sleeve, and said angled plate is a first angled
plate, wherein said mounting bracket includes a second sleeve, and
the guardrail system further comprises: a second cable provided to
extend substantially in parallel with said first cable, said second
cable having a first end and a second end, wherein said second end
of said second cable is provided with a third threaded shaft that
is essentially coaxial with said second cable, wherein said first
end of said second cable is provided with a fourth threaded shaft
that is essentially coaxial with said second cable, wherein said
second sleeve has a bore with a diameter that is large enough to
allow said third threaded shaft to extend through said bore of said
second sleeve; a second cable brake supported by said sled, said
second cable brake comprising at least a third brake pad and a
fourth brake pad positioned on opposite sides of said second cable,
said third brake pad and said fourth brake pad frictionally
engaging said second cable in use; a third threaded nut capable of
engaging said third threaded shaft, said third threaded nut being
too large to pass through said bore of said second sleeve, said
third threaded nut engaging said third threaded shaft with said
second cable extending toward said sled on an opposite side of said
second sleeve relative to said third threaded nut to thereby anchor
said second end of said second cable in position over said back
side of said guardrail section, when said third threaded nut is
engaged to said third threaded shaft and the guardrail system is
installed on the side of the roadway; a second angled plate
extending between said pair of bars at a position intermediate said
first angled plate and one of said anchor post and said base post,
said second angled plate having an inclined portion that is angled
relative to said longitudinal axis of each of said pair of bars
such that in use said inclined portion of said second angled plate
rises upward relative to the surface proximate the roadway with
decreasing horizontal distance from said anchor post, said inclined
portion of said second angled plate having an opening that is large
enough to allow said fourth threaded shaft at said first end of
said second cable to extend through said opening of said inclined
portion of said second angled plate; and a fourth threaded nut
capable of engaging said fourth threaded shaft at said first end of
said second cable, said fourth threaded nut being too large to pass
through said opening of said inclined portion of said second angled
plate, said fourth threaded nut engaging said fourth threaded shaft
at said first end of said second cable with said second cable
extending toward said sled on an opposite side of said inclined
portion of said second angled plate relative to said fourth
threaded nut to thereby anchor said first end of said second cable
in position at a third anchor location, when said fourth threaded
nut is engaged to said fourth threaded shaft at said first end of
said second cable and the guardrail system is installed on the side
of the roadway.
36. The guardrail system of claim 35, wherein said guardrail post
is a yieldable guardrail post designed to yield at a predetermined
impact force, said yieldable guardrail post comprising: a first
elongated member having an elongated back plate and two side plates
that are parallel two one another, said side plates projecting at
right angles to said back plate on either side of said back plate
to thereby give said first elongated member a channel-shaped cross
section; a second elongated member having an elongated back plate
and two side plates that are parallel two one another, said side
plates of said second elongated member projecting at right angles
to said back plate of said second elongated member on either side
of said back plate of said second elongated member to thereby give
said second elongated member a channel-shaped cross section, said
first elongated member and said second elongated member being
attached together with their respective back plates in abutting
contact so as to form a beam having an H-shaped cross section, said
first and second elongated members each having a longitudinal axis,
said second elongated member having a slit transverse to said
longitudinal axis thereof that transects said second elongated
member; and a reinforcement plate attached to said back plate of
one of said first elongated member and said second elongated member
proximate said slit in each of said side plates of said second
elongated member.
37. The guardrail system according to claim 29, wherein said base
has a base post adapted for being fixed to the surface proximate
the roadway to thereby anchor said base to the surface proximate
the roadway, wherein said base post has a top, and wherein said
base plate is attached to said top of said base post, the guardrail
system further comprising: an anchor structure for anchoring said
first end of said cable to the surface proximate the roadway at
said first anchor location when the guardrail system is installed
on the side of the roadway.
38. The guardrail system according to claim 37, wherein said
threaded nut is a first threaded nut and said threaded shaft is a
first threaded shaft, wherein said first end of said cable is
provided with a second threaded shaft that is essentially coaxial
with said cable and said anchor structure comprises: an anchor post
adapted for being fixed to the surface proximate the roadway, in
use said anchor post being positioned upstream of said base post
relative to the direction of traffic flow in a lane of the roadway
nearest the guardrail system; a pair of bars extending in parallel
between said anchor post and said base post, each of said pair of
bars having a longitudinal axis, each of said pair of bars having a
first end and a second end, each of said pair of bars being
attached to said anchor post proximate said first end thereof, and
each of said pair of bars being attached to said base post
proximate said second end thereof; at least one angled plate
extending between said pair of bars at a position intermediate said
anchor post and said base post, said angled plate having an
inclined portion that is angled relative to said longitudinal axis
of each of said pair of bars such that in use said inclined portion
rises upward relative to the surface proximate the roadway with
decreasing horizontal distance from said anchor post, said inclined
portion having an opening that is large enough to allow said second
threaded shaft at said first end of said cable to extend through
said opening of said inclined portion; and a second threaded nut
capable of engaging said second threaded shaft at said first end of
said cable, said second threaded nut being too large to pass
through said opening of said inclined portion, said second nut
engaging said second threaded shaft at said first end of said cable
with said cable extending toward said sled on an opposite side of
said inclined portion relative to said second nut to thereby anchor
said first end of said cable in position at said first anchor
location, when said second threaded nut is engaged to said second
threaded shaft at said first end of said cable and the guardrail
system is installed on the side of the roadway.
39. The guardrail system according to claim 38, wherein said
opening in said inclined portion is in the form of a U-shaped
slot.
40. The guardrail system according to claim 38, wherein said cable
is a first cable, said cable brake is a first cable brake, said
sleeve is a first sleeve, and said angled plate is a first angled
plate, wherein said mounting bracket includes a second sleeve, and
the guardrail system further comprises: a second cable provided to
extend substantially in parallel with said first cable, said second
cable having a first end and a second end, wherein said second end
of said second cable is provided with a third threaded shaft that
is essentially coaxial with said second cable, wherein said first
end of said second cable is provided with a fourth threaded shaft
that is essentially coaxial with said second cable, wherein said
second sleeve has a bore with a diameter that is large enough to
allow said third threaded shaft to extend through said bore of said
second sleeve; a second cable brake supported by said sled, said
second cable brake comprising at least a third brake pad and a
fourth brake pad positioned on opposite sides of said second cable,
said third brake pad and said fourth brake pad frictionally
engaging said second cable in use; a third threaded nut capable of
engaging said third threaded shaft, said third threaded nut being
too large to pass through said bore of said second sleeve, said
third threaded nut engaging said third threaded shaft with said
second cable extending toward said sled on an opposite side of said
second sleeve relative to said third threaded nut to thereby anchor
said second end of said second cable in position over said back
side of said one of said plurality of guardrail sections, when said
third threaded nut is engaged to said third threaded shaft and the
guardrail system is installed on the side of the roadway; a second
angled plate extending between said pair of bars at a position
intermediate said first angled plate and one of said anchor post
and said base post, said second angled plate having an inclined
portion that is angled relative to said longitudinal axis of each
of said pair of bars such that in use said inclined portion of said
second angled plate rises upward relative to the surface proximate
the roadway with decreasing horizontal distance from said anchor
post, said inclined portion of said second angled plate having an
opening that is large enough to allow said fourth threaded shaft at
said first end of said second cable to extend through said opening
of said inclined portion of said second angled plate; and a fourth
threaded nut capable of engaging said fourth threaded shaft at said
first end of said second cable, said fourth threaded nut being too
large to pass through said opening of said inclined portion of said
second angled plate, said fourth threaded nut engaging said fourth
threaded shaft at said first end of said second cable with said
second cable extending toward said sled on an opposite side of said
inclined portion of said second angled plate relative to said
fourth threaded nut to thereby anchor said first end of said second
cable in position at a third anchor location, when said fourth
threaded nut is engaged to said fourth threaded shaft at said first
end of said second cable and the guardrail system is installed on
the side of the roadway.
41. The guardrail system of claim 40, wherein said guardrail post
is a yieldable guardrail post designed to yield at a predetermined
impact force, said yieldable guardrail post comprising: a first
elongated member having an elongated back plate and two side plates
that are parallel two one another, said side plates projecting at
right angles to said back plate on either side of said back plate
to thereby give said first elongated member a channel-shaped cross
section; a second elongated member having an elongated back plate
and two side plates that are parallel two one another, said side
plates of said second elongated member projecting at right angles
to said back plate of said second elongated member on either side
of said back plate of said second elongated member to thereby give
said second elongated member a channel-shaped cross section, said
first elongated member and said second elongated member being
attached together with their respective back plates in abutting
contact so as to form a beam having an H-shaped cross section, said
first and second elongated members each having a longitudinal axis,
said second elongated member having a slit transverse to said
longitudinal axis thereof that transects said second elongated
member; and a reinforcement plate attached to said back plate of
one of said first elongated member and said second elongated member
proximate said slit in each of said side plates of said second
elongated member.
42. The guardrail system of claim 5, wherein said guardrail post is
a yieldable guardrail post designed to yield at a predetermined
impact force, said yieldable guardrail post comprising: a first
elongated member having an elongated back plate and two side plates
that are parallel two one another, said side plates projecting at
right angles to said back plate on either side of said back plate
to thereby give said first elongated member a channel-shaped cross
section; a second elongated member having an elongated back plate
and two side plates that are parallel two one another, said side
plates of said second elongated member projecting at right angles
to said back plate of said second elongated member on either side
of said back plate of said second elongated member to thereby give
said second elongated member a channel-shaped cross section, said
first elongated member and said second elongated member being
attached together with their respective back plates in abutting
contact so as to form a beam having an H-shaped cross section, said
first and second elongated members each having a longitudinal axis,
said second elongated member having a slit transverse to said
longitudinal axis thereof that transects said second elongated
member; and a reinforcement plate attached to said back plate of
one of said first elongated member and said second elongated member
proximate said slit in each of said side plates of said second
elongated member.
43. A yieldable guardrail post designed to yield at a predetermined
impact force, said yieldable guardrail post comprising: a first
elongated member having an elongated back plate and two side plates
that are parallel two one another, said side plates projecting at
right angles to said back plate on either side of said back plate
to thereby give said first elongated member a channel-shaped cross
section; a second elongated member having an elongated back plate
and two side plates that are parallel two one another, said side
plates of said second elongated member projecting at right angles
to said back plate of said second elongated member on either side
of said back plate of said second elongated member to thereby give
said second elongated member a channel-shaped cross section, said
first elongated member and said second elongated member being
attached together with their respective back plates in abutting
contact so as to form a beam having an H-shaped cross section, said
first and second elongated members each having a longitudinal axis,
said second elongated member having a slit transverse to said
longitudinal axis thereof that transects said second elongated
member; and a reinforcement plate attached to said back plate of
one of said first elongated member and said second elongated member
proximate said slit in each of said side plates of said second
elongated member.
44. A releasable post comprising: a base post adapted for being
fixed to a surface to thereby anchor the releasable post to the
surface, wherein said base post has a top; a base plate attached to
said top of said base post; a beam having a lower end; a skid plate
attached to said beam at said lower end of said beam; a catch
member pivotally attached to said beam such that said catch member
pivots about a pivot axis, said catch member being pivotally
movable between a raised position and a lowered position, when said
base post is fixed to the surface, said beam is mounted on said
base plate with said skid plate supported by said base plate, and
said catch member is in said lowered position, said catch member
has a portion that overlaps at least a portion of at least one of
said base plate and said base post such that rectilinear movement
of said beam relative to said base post in a predetermined
direction would essentially be prevented by interference between
said catch member and at least one of said base plate and said base
post; and a lever arm attached to said catch member, said catch
member being movable between said lowered position and said raised
position responsive to said lever arm moving between a first
position and a second position such that said catch member moves
toward said raised position as said lever arm is moved toward said
second position which is closer to said beam compared to said first
position, whereby when said base post is fixed to the surface, said
beam is mounted on said base plate with said skid plate supported
by said base plate, and said catch member is in said lowered
position, an impact on said lever arm that moves said lever arm to
said second position frees said beam for rectilinear motion
relative to said base post in said predetermined direction.
45. The releasable post according to claim 44, wherein said catch
member comprises two parallel plates that are spaced apart from one
another and a catch plate extending between said parallel plates,
each of said parallel plates being provided with a hole and with
said hole of a first one of said parallel plates being in registry
with said hole of a second one of said parallel plates, wherein
each said hole in each of said parallel plates is located at spaced
separation from said catch plate, wherein the releasable post
further comprises a shaft passing through an opening in said beam
and through each said hole in each of said parallel plates to
thereby pivotally attach said catch member to said beam, and
wherein when said base post is fixed to the surface, said beam is
mounted on said base plate with said skid plate supported by said
base plate, and said catch member is in said lowered position, a
portion of said catch plate overlaps at least a portion of at least
one of said base plate and said base post such that rectilinear
movement of said beam relative to said base post in said
predetermined direction would essentially be prevented by
interference between said catch member and at least one of said
base plate and said base post.
46. The releasable post according to claim 45, wherein said base
plate is inclined such that it slopes upward in said predetermined
direction when said base post is fixed to the surface.
47. The releasable post according to claim 45, wherein said base
plate is provided with a guide that guides said skid plate during
said rectilinear movement of said skid plate relative to said base
plate.
48. The releasable post according to claim 47, wherein said guide
is in the form of a channel that receives a portion of said skid
plate.
49. The releasable post according to claim 47, wherein said guide
is in the form of opposing channels on either side of said base
plate that receive portions of said skid plate on either side of
said skid plate.
50. The releasable post according to claim 47, wherein said guide
is in the form of a pocket that receives a portion of said skid
plate.
51. A guardrail system having an impact absorbing terminal portion
comprising: a sled; a guardrail post adapted for being fixed to a
surface proximate a roadway; at least one cable having a portion
extending between said guardrail post and said sled and a portion
extending between said sled and a first anchor location, in use
said sled being positioned between said guardrail post and said
first anchor location; and a cable brake supported by said sled,
said cable brake frictionally engaging said cable in use, wherein a
portion of said cable passing through said cable brake follows a
non-tortuous path, whereby when the guardrail system is installed
on a side of the roadway, said sled can move along said cable upon
impact of a vehicle on said sled, the vehicle impacting said sled
with energy, with frictional forces between said cable and said
first and second brake pads dissipating at least a portion of the
energy from the impact.
52. The guardrail system of claim 51, wherein said portion of said
cable passing through said cable brake has bends such that internal
angles formed by said bends of said portion of said cable passing
through said cable brake are all obtuse.
53. The guardrail system of claim 52, wherein said internal angles
formed by said bends of said portion of said cable passing through
said cable brake are in the range of greater than or equal to
110.degree. to less than or equal to 180.degree..
54. The guardrail system of claim 51, wherein said portion of said
cable passing through said cable brake follows a substantially
straight path.
55. A method for providing a guardrail system having an impact
absorbing terminal portion on a surface proximate a roadway, the
roadway having a lane nearest the guardrail system, traffic in the
lane nearest the guardrail system defining a direct of flow of
traffic, the method comprising the steps of: providing a base
adapted for being fixed to the surface proximate the roadway, the
base having a base plate; fixing the base to the surface proximate
the roadway; providing at least one guardrail post adapted for
being fixed to the surface proximate the roadway; fixing the
guardrail post to the surface proximate the roadway downstream of
the base in relation to the direction of flow of traffic; providing
an anchor structure; fixing the anchor structure to the surface
proximate the roadway upstream of the base in relation to the
direction of flow of traffic; providing a sled; positioning the
sled on the base plate; providing at least one cable having a first
end and a second end; anchoring the first end of the cable to the
anchor structure at a first anchor location upstream of the sled in
relation to the direction of flow of traffic; routing the cable
through the sled; anchoring the second end of the cable at a second
anchor location downstream of the sled in relation to the direction
of flow of traffic, such that a portion of the cable extends
between the guardrail post and the sled; providing a cable brake
comprising at least a first brake pad and a second brake pad; and
frictionally engaging the first brake pad and the second brake pad
to the cable with the first brake pad and the second brake pad
positioned on opposite sides of the cable and with the first brake
pad and the second brake pad positioned relative to the sled such
that the first brake pad and the second brake pad would interfere
with movement of the sled toward the guardrail post over at least a
substantial portion of a distance between the sled and the
guardrail post upon impact of a vehicle on the sled, and
interference with the movement of the sled toward the guardrail
post due to the engagement of the first brake pad and the second
brake pad with the cable being of such a nature that the sled can
move along the cable upon the impact of the vehicle on the sled,
when the vehicle impacts the sled with energy above a predetermined
threshold level, with frictional forces between the cable and the
first and second brake pads dissipating at least a portion of the
energy from the impact.
56. The method of claim 55, wherein the cable brake further
comprises a cable brake housing incorporated in the sled, and
wherein said step of frictionally engaging the first brake pad and
the second brake pad to the cable comprises the step of positioning
the first brake pad and the second brake pad such that the first
brake pad and the second brake pad are received in the cable brake
housing.
57. The method of claim 56, further comprising the step of
providing the cable brake housing with a cable inlet, a cable
outlet, and opposing sidewall portions that are tapering from the
cable inlet to the cable outlet such that the opposing sidewall
portions are closer together near the cable outlet as compared to
the opposing sidewall portions near the cable inlet.
58. The method of claim 55, further comprising the steps of:
providing the first brake pad with a threaded hole at a location
that is at spaced separation from a surface portion of the first
brake pad that is in contact with the cable when in use; providing
the second brake pad with a threaded hole at a location that is at
spaced separation from a surface portion of the second brake pad
that is in contact with the cable when in use; providing a collar
having a first surface facing away from the first and second brake
pads when the cable brake is fully assembled, the first surface of
the collar declining from either side of the collar toward a
centerline of the first surface of the collar such that the
centerline of the first surface of the collar is depressed relative
to either side of the first surface of the collar with the first
surface of the collar sloping forward on either side of the
centerline, the collar having an elongated slot extending on either
side of the centerline; providing a pair of bolts each having a
head and a shaft that is threaded at least in part; and providing a
pair of wedges each having a hole that is sized to provide
clearance for the shaft of a respective one of the pair of bolts
and the slot being sized to provide clearance for the shaft of each
of the pair of bolts and the cable such that the shaft of each of
the pair of bolts can pass through the hole of a respective one of
the pair of wedges and the slot to engage a respective one of the
threaded hole of the first brake pad and the threaded hole of the
second brake pad; positioning each of the pair of wedges in contact
with a respective sloping portion of the first surface of the
collar on either side of the centerline of the first surface of the
collar; positioning each of the pair of bolts such that its shaft
passes through the hole of the respective one of the pair of wedges
and the slot and engages a respective one of the threaded hole of
the first brake pad and the threaded hole of the second brake pad;
and tightening the pair of bolts with the head of each of the bolts
being in contact with the respective one of the pair of wedges to
force the first and second brake pads toward one another such that
frictional forces between the cable and the first and second brake
pads are set at a predetermined level.
59. The method according to claim 58, wherein the cable has a
longitudinal axis, wherein each of the pair of wedges has a thick
side and a thin side, wherein said step of positioning each of the
pair of wedges in contact with a respective sloping portion of the
first surface of the collar comprises positioning the pair of
wedges on opposite sides of the centerline of the first surface of
the collar with the cable passing between the pair of wedges, and
such that each of the pair of wedges is placed in contact with the
respective sloping portion of the first surface of the collar with
its thick side being positioned closer to the centerline of the
first surface of the collar than its thin side, and such that in
operation the head of each of the pair of bolts is in contact with
a front surface of a respective one of the pair of wedges that is
essentially perpendicular to the longitudinal axis of the
cable.
60. The method according to claim 59, further comprising the step
of providing the slot with a widened middle portion through which
the cable passes and with the widened middle portion having an
outline that follows a circular arc on either side of the slot.
Description
BACKGROUND OF THE INVENTION
[0001] 1. Field of the Invention
[0002] The present invention relates to guardrail systems having
impact absorbing end units.
[0003] 2. Description of the Prior Art
[0004] Guardrails are commonly provided along the sides of roadways
to prevent vehicles from going off the roadway in the event of the
driver losing control of the vehicle. In particular, where a
precipice is located adjacent the roadway a guardrail can save the
lives of a vehicle's occupants by preventing the vehicle from going
over the edge of the precipice in the event of the driver losing
control of the vehicle. It is desirable for guardrail systems to
also have impact absorbing properties to minimize the risk of
injury to the occupants of a vehicle that impacts the guardrail
system. Where one roadway intersects another roadway, for example,
a break is created in the guardrail system resulting in the
creation of guardrail system terminal portions. The impact
absorbing properties of the guardrail system are particularly
important at these end or terminal portions of the guardrail system
because vehicles can potentially impact the terminus of the
guardrail system head on resulting in far higher impact energies
that are further concentrated by a relatively small impact area at
the terminus of the guardrail system. Consequently, the potential
for catastrophic injuries to a vehicle's occupants are far greater
at the terminus of a guardrail system. For this reason guardrail
systems having impact absorbing terminal portions have been
proposed in the art. However, none are seen to have the unique
structure and advantages of the present invention as will become
apparent from the detailed description below.
SUMMARY OF THE INVENTION
[0005] The present invention is directed to a guardrail system
having an impact absorbing terminal portion and to novel components
parts useful with a guardrail system.
[0006] The present invention includes a sled designed to receive
the impact of a vehicle. The sled forms part of the terminal
portion of the guardrail system. The terminal portion of the
guardrail system also includes one or more cables that are anchored
to the ground and pass through the sled. The sled supports a cable
break that is in engagement with the cable. The sled is supported
by a releasable post that is released from its base upon the impact
of a vehicle. The cable or cables extend for some distance from the
sled along the guardrail system. Once the post supporting the sled
is released from its base due to the impact of a vehicle, the sled
can move along the cable with the friction between the cable brake
and the cable gradually dissipating the energy from the impact.
Thus the guardrail system greatly reduces the effect of the impact
on the vehicle and its occupants, which in turn reduces the
likelihood of serious injury to the occupants of the vehicle.
[0007] An advantage of the impact absorbing guardrail terminal
portion according to the present invention over the prior art is
that the cable of the present invention is routed along a
non-tortuous path as it passes through the cable brake. The known
prior art maintains the cable in a tortuous configuration such that
upon impact the cable is subjected to severe bends or changes in
direction that can excessively strain the cable, which can lead to
breakage and fraying of the cable.
[0008] The invention also encompasses several novel and unique
components that could have utility in various other contexts in
addition to the guardrail system of the present invention. These
unique components include a cable brake system, a releasable
guardrail post, and a frangible guardrail post.
[0009] Accordingly, it is an object of the present invention to
provide a terminal portion for a guardrail system that has impact
absorbing properties.
[0010] Another object of the present invention is to provide an
impact-absorbing guardrail terminal portion that includes a cable
and a cable brake means, in which the cable follows a non-tortuous
path through the cable brake means.
[0011] Another object of the present invention is to provide a
guardrail system that incorporates an impact absorbing terminal
portion.
[0012] A further object of the present invention is to provide a
cable brake system.
[0013] Yet another object of the present invention is to provide a
releasable guardrail post.
[0014] Yet another object of the present invention is to provide a
yieldable guardrail post.
[0015] These and other objects of the present invention will become
apparent from the detailed description below.
BRIEF DESCRIPTION OF THE DRAWINGS
[0016] FIG. 1 is a view in side elevation of a guardrail system
according to the present invention.
[0017] FIG. 2 is a top plan view of a guardrail system according to
the present invention.
[0018] FIG. 3 is an isometric view from the left of a guardrail
system according to the present invention.
[0019] FIG. 4 is an isometric view from the right of a guardrail
system according to the present invention.
[0020] FIG. 5 is a fragmentary view showing the sled and ground
anchor structure of a guardrail system according to the present
invention.
[0021] FIG. 6 is a fragmentary view showing the cable guide of a
guardrail system according to the present invention.
[0022] FIG. 7 is a fragmentary view showing a mounting bracket of a
guardrail system according to the present invention having means
for anchoring the ends of the cables of the guardrail system.
[0023] FIG. 8 is a view in side elevation of the sled of a
guardrail system according to the present invention.
[0024] FIG. 9 is an isometric view of the sled of a guardrail
system according to the present invention.
[0025] FIG. 10 is an isometric view of the sled of a guardrail
system according to the present invention with the protective cover
removed.
[0026] FIG. 11 is a cross section of a view in side elevation of
the sled of a guardrail system according to the present invention
with the catch member in the lowered position.
[0027] FIG. 12 is a cross section of a view in side elevation of
the sled of a guardrail system according to the present invention
with the catch member in the raised position.
[0028] FIG. 13 is a top plan view of the sled of a guardrail system
according to the present invention.
[0029] FIG. 14 is a top plan view of the sled of a guardrail system
according to the present invention with the protective cover
removed and the cable brake pads positioned near the cable inlet of
the upper cable brake housing.
[0030] FIG. 15 is a top plan view of the sled of a guardrail system
according to the present invention with the protective cover
removed and the cable brake pads positioned near the cable outlet
of the upper cable brake housing.
[0031] FIG. 16 is a top plan view of the upper cable brake housing
of a guardrail system according to the present invention the
tapering sides of the cable brake housing.
[0032] FIG. 17 is a top plan view of an assembly including the
brake pads, collar, and wedges of a cable brake of a guardrail
system according to the present invention.
[0033] FIG. 18 is an isometric view of an assembly including the
brake pads, collar, and wedges of a cable brake of a guardrail
system according to the present invention.
[0034] FIG. 19 is an exploded view of an assembly including the
brake pads, collar, and wedges of a cable brake of a guardrail
system according to the present invention.
[0035] FIG. 20 is an exploded view of an assembly including the
brake pads, collar, and wedges of a cable brake of a guardrail
system according to the present invention shown in relation to one
of the cables of a guardrail system.
[0036] FIG. 21 is an isometric view of a brake pad of a cable brake
of a guardrail system according to the present invention.
[0037] FIG. 22 is a top plan view of the ground anchor structure of
a guardrail system according to the present invention.
[0038] FIG. 23 is a cross section of a view in side elevation of
the ground anchor structure of a guardrail system according to the
present invention.
[0039] FIG. 24 is an isometric view of the ground anchor structure
of a guardrail system according to the present invention.
[0040] FIG. 25 is another isometric view of the ground anchor
structure of a guardrail system according to the present
invention.
[0041] FIG. 26 is a fragmentary isometric view of the ground anchor
structure of a guardrail system according to the present invention
showing the angled plates of the ground anchor structure in greater
detail.
[0042] FIG. 27 is an isometric view of the cable guide of a
guardrail system according to the present invention.
[0043] FIG. 28 is an isometric view of the mounting bracket of a
guardrail system according to the present invention with means for
anchoring the ends of the cables of the guardrail system.
[0044] FIG. 29 is an exploded view showing the mounting bracket of
a guardrail system according to the present invention having means
for anchoring the ends of the cables of the guardrail system and
shown in relation to the ends of the cables.
[0045] FIG. 30 is an isometric view of a yieldable guardrail post
of a guardrail system according to the present invention.
[0046] FIG. 31 is a view in side elevation of a yieldable guardrail
post of a guardrail system according to the present invention.
[0047] FIG. 32 is a head-on view of a yieldable guardrail post of a
guardrail system according to the present invention.
[0048] FIG. 33 is a view in side elevation of a second embodiment
of the guardrail system according to the present invention.
[0049] FIG. 34 is a top plan view of a second embodiment of the
guardrail system according to the present invention.
[0050] FIG. 35 is an isometric view from the left of a second
embodiment of the guardrail system according to the present
invention.
[0051] FIG. 36 is an isometric view from the right of a second
embodiment of the guardrail system according to the present
invention.
[0052] FIG. 37 is a view in side elevation of a releasable
guardrail post according to the present invention.
[0053] FIG. 38 is an isometric view of a releasable guardrail post
according to the present invention.
[0054] FIG. 39 is a top plan view of a releasable guardrail post
according to the present invention.
[0055] FIG. 40 is a view in side elevation of the catch member and
lever arm of a releasable guardrail post according to the present
invention.
[0056] FIG. 41 is an isometric view of the catch member and lever
arm of a releasable guardrail post according to the present
invention.
[0057] FIG. 42 is a head-on view of the catch member and lever arm
of a releasable guardrail post according to the present
invention.
[0058] FIG. 43 is a view in side elevation of the catch member of a
releasable guardrail post according to the present invention.
[0059] FIG. 44 is a view in side elevation from the left of the
beam of the releasable guardrail post according to the present
invention.
[0060] FIG. 45 is an isometric view of the beam of a releasable
guardrail post according to the present invention.
[0061] FIG. 46 is a top plan view of the beam of a releasable
guardrail post according to the present invention.
[0062] FIG. 47 is a head-on view of the beam of a releasable
guardrail post according to the present invention.
[0063] FIG. 48 is an isometric view of the base plate of a
releasable guardrail post according to the present invention.
[0064] FIG. 49 is a view in side elevation of the base plate of a
releasable guardrail post according to the present invention.
[0065] FIG. 50 is a head-on view of the base plate of a releasable
guardrail post according to the present invention.
[0066] FIG. 51 is a top plan view of the base plate of a releasable
guardrail post according to the present invention.
[0067] FIG. 52 is a view in side elevation from the right of the
beam of the releasable guardrail post according to the present
invention.
[0068] FIG. 53 is a view in side elevation from the right of the
sled of a guardrail system according to the present invention.
[0069] FIG. 54 is a view in side elevation from the left of the
sled of a guardrail system according to the present invention.
[0070] FIG. 55 is a view in side elevation from the right of the
catch member and lever arm of a guardrail system according to the
present invention.
[0071] FIG. 56 is a view in side elevation from the left of the
catch member and lever arm of a guardrail system according to the
present invention.
[0072] FIG. 57 is a view from the vantage point of oncoming traffic
showing the beam of a guardrail system according to the present
invention with an alternative type of guide.
[0073] Similar reference characters denote corresponding features
consistently throughout the drawings.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS
[0074] Referring to FIGS. 1-32 and 53-57, the present invention is
directed to a guardrail system 100 having an impact absorbing
terminal portion. The invention also includes a yieldable post
design and a releasable post design that may be used as part of the
guardrail system or separately. The guardrail system 100 comprises
a sled 102, one or more guardrail posts 104, 106, one or more
cables 108, 110, and one or more cable brakes 112, 114
corresponding in number to the cables 108, 110. The illustrated
guardrail posts 104, 106 are each adapted for being fixed to the
ground by having an elongated portion that can be buried at least
in part in or below the ground to thereby fix or anchor the
guardrail post to the ground.
[0075] In the illustrated example, the guardrail system 100 is
provided with two cables 108 and 110. The cables 108, 110 are
preferably steel cables that are made from multiple strands of
steel wire that are woven, twisted or braided together to form a
steel cable. Each of the cables 108, 110 has a portion extending
between the sled 102 and the guardrail post 104 closest to the sled
102. Each of the cables 108, 110 also has a portion extending
between the sled 102 and a respective ground anchor location 116,
118. In use the sled 102 is positioned between the guardrail post
104 that is closest to the sled and the ground anchor locations
116, 118.
[0076] The cable brakes 112 and 114 are supported by the sled 102.
The cable brakes 112 and 114 are structurally identical to one
another. Each of the cable brakes 112 and 114 comprise at least a
first brake pad 120 and a second brake pad 122 positioned on
opposite sides of a respective one of the cables 108, 110. The
first brake pad 120 and the second brake pad 122 of each of the
cable brakes 112 and 114 frictionally engage a respective one of
the cables 108, 110 in use.
[0077] When the guardrail system is installed on a side of a road,
the sled 102 can move along the cables 108, 110 upon impact of a
vehicle (not shown) on the sled 102. The vehicle would impact the
sled 102 with kinetic energy that must be dissipated gradually in
order to bring the vehicle to a stop in a manner that reduces the
likelihood and severity of injuries to the occupants of the
vehicle. The frictional forces between the cables 108, 110 and the
first and second brake pads 120, 122 of the cable brakes 112, 114,
respectively, dissipate at least a portion of the kinetic energy of
the vehicle on impact as the sled 102 moves along the cables 108,
110 from its initial position toward the guardrail post 104 nearest
the sled 102. By selecting a sufficiently large predetermined value
for the frictional forces between the cables 108, 110 and the first
and second brake pads 120, 122 of the cable brakes 112, 114,
respectively, and selecting a sufficiently long distance between
the sled 102 and the guardrail post 104 nearest the sled 102, a
very substantial portion of the kinetic energy of the vehicle on
impact can be dissipated by the frictional engagement between the
cables 108, 110 and the brake pads 120, 122.
[0078] Each of the cable brakes 112, 114 includes a cable brake
housing 124, 126, respectively, that is incorporated in the sled
102. The first brake pad 120 and the second brake pad 122 for each
of the cable brakes 112, 114 are received in the respective cable
brake housing 124, 126.
[0079] Each of the cable brake housings 124, 126 has a cable inlet
128, a cable outlet 130, and opposing sidewall portions 132 and 134
that are tapering from the cable inlet 128 to the cable outlet 130
such that the opposing sidewall portions 132, 134 are closer
together near the cable outlet 130 as compared to the opposing
sidewall portions 132, 134 near the cable inlet 128. The tapering
sidewall portions 132, 134 of each cable brake housing 124, 126
engage the first and second brake pads 120, 122 of the respective
cable brake 112, 114 as the sled 102 moves along the cables 108,
110 upon impact of a vehicle on the sled 102. Furthermore, the
engagement of the tapering sidewall portions 132, 134 of each cable
brake housing 124, 126 with the first and second brake pads 120,
122 of the respective cable brake 112, 114 moves the first and
second brake pads 120, 122 of the cable brakes 112, 114 with the
sled 102 along the cables 108, 110 as the sled 102 moves along the
cables 108, 110 upon impact of a vehicle on the sled 102.
[0080] As the sled 102 moves along the cables 108, 110 due to the
impact of a vehicle on the sled 102, the tapering opposing sidewall
portions 132, 134 of each cable brake housing 124, 126 tend to more
forcefully squeeze the respective first and second brake pads 120,
122 toward one another such that the frictional forces between the
respective cable 108, 110 and the respective first and second brake
pads 120, 122 are increased.
[0081] The first brake pad 120 of each cable brake 112, 114 has a
threaded hole 136 provided at a location that is at spaced
separation from a surface portion 138 of the first brake pad that
is in contact with the respective cable 108, 110 when the cable
brake is in use. Similarly, the second brake pad 122 of each cable
brake 112, 114 has a threaded hole 140 provided at a location that
is at spaced separation from a surface portion 142 of the second
brake pad 122 that is in contact with the respective cable 108, 110
when the cable brake is in use. The surface portions 138 and 142
are in the form of tapering channels that are narrower at their end
closest to the cable outlet of the respective brake housing 124,
126 as compared to their end that is farthest from the cable outlet
of the respective brake housing 124, 126. The surface portions 138
and 142 have cross sections that are in the form of circular
arcs.
[0082] Each of the cable brakes 112, 114 further includes a collar
144, a pair of wedges 146, 148, and a pair of bolts 150, 152. The
collar 144 has a first surface 154 that faces away from the first
and second brake pads 120, 122 when the respective cable brake 112
or 114 is fully assembled. The first surface 154 of the collar 144
is inclined from the centerline 156 toward either side 158, 160 of
the first surface 154, such that the centerline 156 of the first
surface 154 of the collar 144 is depressed relative to both of the
sides 158, 160 of the first surface 154 of the collar 144.
Therefore, the first surface 154 of the collar 144 slopes forward
toward the nearest guardrail post 104 on either side of the
centerline 156. The collar 144 also has an elongated slot 162
extending on either side of the centerline 156. The slot 162 has a
widened middle portion 164 through which the respective cable 108
or 110 passes when the cable brakes 112, 114 are in operation. The
widened middle portion 164 has an outline that follows a circular
arc on either side of the slot 162. The widened middle portion 164
has a diameter that is large enough to allow the cable 108 or 110
to pass through the middle portion of the slot 162.
[0083] Each of the pair of bolts 150, 152 has a head 166 and a
shaft 168 that is threaded at least in part. Each of the pair of
wedges 146, 148 has a hole 170, 172, respectively, that is sized to
provide clearance for the shaft 168 of a respective one of the pair
of bolts 150, 152. The slot 162 is sized to provide clearance for
the shaft 168 of each of the pair of bolts 150, 152 and a
respective one of the cables 108, 110, such that the shaft 168 of
each of the pair of bolts 150, 152 can pass through the hole 170,
172 of a respective one of the pair of wedges 146, 148 and the slot
162 to engage a respective one of the threaded holes 136, 140 of
the first and second brake pads 120, 122. In the illustrated
embodiment, the slot 162 is sized to be wide enough on either side
of the middle portion 164 to provide clearance for the shaft 168 of
a respective one of the pair of bolts 150, 152.
[0084] To assemble one of the cable brakes 112, 114 each of the
pair of wedges 146, 148 is positioned in contact with a respective
sloping portion of the first surface 154 of the collar 144 on
either side of the centerline 156 of the first surface 154 of the
collar. Then each of the pair of bolts 150, 152 is positioned such
that its shaft 168 passes through the hole 170, 172 of the
respective one of the pair of wedges 146, 148 and the slot 162 and
engages a respective one of the threaded hole 136 of the first
brake pad 120 and the threaded hole 140 of the second brake pad
122. Tightening the pair of bolts 150, 152 with the head 166 of
each of the bolts 150, 152 being in contact with the respective one
of the pair of wedges 146, 148 tends to force the first and second
brake pads 120, 122 toward one another such that frictional forces
between the cable 108 or 110 and the first and second brake pads
120, 122 of the respective cable brake are increased.
[0085] Each of the cables 108, 110 has a longitudinal axis 182,
184, respectively. Each of the pair of wedges 146, 148 of each
cable brake 112, 114 has a thick side 174 and a thin side 176. The
thin side 176 is thinner or narrower than the thick side 174 and
can be so narrow as to form a sharp edge. The pair of wedges 146,
148 are positioned on opposite sides of the centerline 156 of the
first surface 154 of the collar 144 with a respective one of the
cables 108, 110 passing between the pair of wedges 146, 148. Each
of the pair of wedges 146, 148 is placed in contact with the
respective sloping portion of the first surface 154 of the collar
144 with its thick side 174 being positioned closer to the
centerline 156 of the first surface 154 of the collar compared to
its thin side 176, such that in operation the head 166 of each of
the pair of bolts 150, 152 is in contact with a front surface 178,
180 of a respective one of the pair of wedges 146, 148 that is
essentially perpendicular to the longitudinal axis 182, 184 of the
respective cable 108, 110.
[0086] As an alternative to the illustrated example, the cable
brakes could be assembled with the surface 154 facing the first and
second brake pads 120, 122, if the brake pads 120, 122 are provided
with beveled surfaces that match the slope of the inclined surfaces
on either side of the centerline of the surface 154 of the collar
144. Thus, the bolts 150, 152 can extend through the collar 144 and
engage the threaded holes in the brake pads 120, 122 directly in
order to provide the required clamping action upon tightening of
the bolts. As yet another alternative, the collar 144 could be
provided surfaces on both sides that are bilaterally inclined in
relation to the centerline of the surface like the surface 154. In
this case brake pads having the beveled surfaces would be
positioned on one side of the collar and the wedges 146, 148 would
be positioned on the other side of the collar. The bolts 150, 152
can then extend through the wedges 146, 148 and the collar 144 and
engage the threaded holes in the brake pads in order to provide the
required clamping action upon tightening of the bolts.
[0087] The guardrail system 100 further includes a base 186 adapted
for being anchored or fixed to the ground. The base 186 includes a
base plate 188 and an elongated base post 190. The base post 190 is
adapted for being buried at least in part in the ground to thereby
anchor the base 186 to the ground in the illustrated embodiment.
The base post 190 has a top that remains above ground. The base
plate 188 can be attached to the top of the base post 190 by, for
example, welding. In the illustrated example, the base plate 188
has a sleeve 187 welded to its bottom surface. The sleeve 187 fits
into the top of the base post 190, and the sleeve 187 and the base
post 190 each have one or more holes such that the holes of the
sleeve 187 register with the holes of the base post 190 to allow
pins, rivets, bolts or the like to be used to attach the base plate
188 to the base post 190.
[0088] The sled 102 further includes at least one skid plate 192
capable of being supported on top of the base plate 188 for
essentially rectilinear movement parallel to the base plate 188
upon the impact of a vehicle on the sled 102. Once the guardrail
system 100 is installed at a site, the cables 108, 110 will be in
tension. In the illustrated embodiment, the base plate 188 is
inclined such that it slopes upward or rises in the direction of
oncoming traffic shown by arrow T.
[0089] The base plate 188 is provided with a guide 194 that assists
in guiding the skid plate 192, and thus the sled 102, during the
initial rectilinear movement of the skid plate 192 and sled 102
relative to the base plate 188 due to the impact of a vehicle. The
guide 194 can take a variety of forms as shown in the drawings. The
guide 194 can be in the form of a channel 196 that receives a
portion of the skid plate 192 once the guardrail system 100 is
installed at a given site. The channel 196 is provided on one side
of the base plate 188 and is coextensive with the side of the base
plate 188 that is substantially perpendicular to the cables 108,
110 and is upstream of the other sides of the base plate 188 in
relation to the direction of flow of traffic. In other words, the
channel 196 is coextensive with the side of the base plate 188 that
is closest to the ground anchor locations 116, 118 after
installation. The ends of the channel 196 can be closed off as
shown in the drawings to form a pocket 196. The channel or pocket
196 receives the portion of the skid plate 192 that includes the
side or edge of the skid plate 192 that is closest to the ground
anchor locations 116, 118 after installation. The pocket 196 and
the sloping base plate 188 can cooperate to keep the sled 102 in
position over the base 186 during assembly and thus can facilitate
the installation of the guardrail system 100.
[0090] In another one of the illustrated embodiments, the guide 194
is in the form of a channel 198 that receives a portion of the skid
plate 192 once the guardrail system 100 is installed at a given
site. In this instance, the guide 194 is in the form of two
opposing channels 198 provided on either side of the base plate 188
that receive portions of the skid plate 192 on either side of the
skid plate 192. The opposing channels 198 are provided on either
side of the base plate 188 such that they extend substantially
parallel to the cables 108, 110.
[0091] The sled 102 further includes a beam 200. The beam 200
supports the cable brake housings 124, 126 and the skid plate 192
is attached to the beam 200 at the lower end of the beam 200. The
guardrail system 100 further includes a catch member 202 that is
pivotally attached to the beam 200. The catch member 202 pivots
about a horizontal pivot axis and the catch member 202 is pivotally
movable between a raised position and a lowered position.
[0092] The sled 102 is mounted on the base 186 with the catch
member 202 positioned substantially on the side of the beam 200
that faces toward oncoming traffic. When the catch member 202 is in
the lowered position, the catch member 202 has a portion 204 that
overlaps at least a portion of the base 186, such as the base plate
188, as seen from the view of oncoming traffic such that movement
of the sled 102 relative to the base 186 in the same direction as
oncoming traffic would essentially be prevented by interference
between the catch member 202 and the base 186.
[0093] The guardrail system 100 further includes a lever arm 206
that is attached to the catch member 202 such that lever arm 206
and the catch member 202 move as a unit. The catch member 202 is
movable between the lowered position and the raised position
responsive to the lever arm 206 moving between a first position and
a second position. The catch member 202 is in the lowered position
when the lever arm 206 is in the first position. The catch member
202 moves toward the raised position as the lever arm 206 is moved
toward the second position which is closer to the beam 200 compared
to the first position.
[0094] After installation of the guardrail system 100 at a site,
the sled 102 is mounted on the base 186 with the catch member 202
positioned substantially on the side of the beam 200 that faces
toward oncoming traffic. The catch member 202 is normally in the
lowered position and the cables 108, 110 are in engagement with the
cable brakes 112, 114. When vehicle is about to collide with the
sled 102, the vehicle first impacts the lever arm 206 and moves it
to the second position before the vehicle impacts the sled 102.
Therefore, the catch member 202 is moved to the raised position
before the vehicle impacts the sled 102. Accordingly, the sled 102
is first freed for rectilinear motion relative to the base 186
before the vehicle impacts the sled 102, such that the sled 102 can
move relative to the base due to impact energy being imparted to
the sled 102 by the vehicle and thus gradually slow down the
vehicle.
[0095] The catch member 202 includes two parallel plates 208, 210
that are spaced apart from one another and a catch plate 212 that
extends between the parallel plates 208, 210. Each of the parallel
plates 208, 210 is provided with a hole 214 and 216, respectively.
The hole 214 of the first one of the parallel plates 208 is in
registry with the hole 216 of the second one of the parallel plates
210. Each hole 214, 216 in each parallel plate 208, 210 is located
at spaced separation from the catch plate 212. One or more shafts
or pins 218 pass through one or more openings, there are two
openings 220, 221 in the illustrated example, in the beam 200 and
through each hole 214, 216 in each parallel plate 208, 210 to
thereby pivotally attach the catch member 202 to the beam 200. An
impact plate 222 is preferably attached to the lever arm 206 to
provide a larger surface area over which the impact of a vehicle
can operate the lever arm 206 and consequently the catch member
202.
[0096] The guardrail system 100 may also include one or more
guardrail sections 224. The guardrail sections 224 are preferably
of the type having a W-shaped cross section. Each guardrail section
has a front side 226 and a back side 228. The front side 226 has a
central valley or trough 230 that extends longitudinally along the
length of the guardrail section 224 and the front side 226 also has
a pair of peaks 232, 234 on either side of the valley that also
extend along the length of the guardrail section. The back side 228
has a central peak 236 that extends longitudinally along the length
of the guardrail section 224 and the back side 228 also has a pair
of valleys 238, 240 on either side of the peak 236 that also extend
along the length of the guardrail section 224.
[0097] Each of the cables 108, 110 has a first end and a second
end. The first end of each cable 108, 110 is anchored to the ground
at the respective ground anchor location 116, 118 and the second
end of each cable 108, 110 is anchored in place at a location 242,
244, respectively, over the back side 228 of the guardrail section
224 when the guardrail system is installed on the side of a
road.
[0098] In the illustrated embodiment, the guardrail system 100
includes a plurality of guardrail sections 224. At least one of the
guardrail sections 224 is supported at least in part by the
guardrail post 104 nearest to the sled 102. The second end of each
cable 108, 110, near the locations 242, 244, respectively, is
anchored in position in the respective trough 238, 240 of one of
the plurality of guardrail sections 224 when the guardrail system
100 is installed on the side of a road.
[0099] The second end of each cable 108, 110, near the locations
242, 244, respectively, is provided with a threaded shaft 246, 248,
respectively, that is essentially coaxial with the respective cable
108, 110. The guardrail system 100 further includes a mounting
bracket 250. The mounting bracket 250 is used for attaching at
least one of the plurality of guardrail sections 224 to one of the
guardrail posts 104, 106. In particular, the mounting bracket 250
is used for attaching at least one of the guardrail sections 224 to
one of the guardrail posts 104, 106 corresponding to the locations
242, 244 where the second ends of the cables 108, 110 are anchored.
The mounting bracket 250 includes at least one sleeve having a bore
with a diameter that is large enough to allow one of the threaded
shafts 246, 248 to extend through the bore of the sleeve. In the
illustrated embodiment, the mounting bracket 250 includes two
sleeves 252, 254, corresponding to the two cables 108, 110. Each
sleeve 252, 254 has a bore 256, 258, respectively, with a diameter
that is large enough to allow a respective one of the threaded
shafts 246, 248 to extend through the bore of the sleeve 252,
254.
[0100] One threaded nut 260, 262 capable of engaging the threaded
shaft 246, 248, respectively, is provided for each threaded shaft
246, 248. Each nut 260, 262 is too large to pass through the bore
256, 258 of the respective sleeve 252, 254. Each nut 260, 262
engages the respective threaded shaft 246, 248 with the cables 108,
110 extending toward the sled 102, on an opposite side of the
sleeves 252, 254 relative to the nuts, to thereby anchor the second
end of each of the cables 108, 110 in position over the back side
of one of the guardrail sections 224, when the guardrail system 100
is installed on the side of a road.
[0101] The mounting bracket 250 has a bottom plate 251 and two side
plates 253, 255 on either side of the bottom plate 251. The two
side plates 253, 255 are at angles of greater than 90.degree. with
respect to the bottom plate 251 to give the mounting bracket 250 an
approximately V-shaped cross section. The mounting bracket 250 is
dimensioned and configured to fit over the middle peak 236 of the
back side 228 of the guardrail sections 224. The bottom plate 251
has holes that allow it to be bolted to the guardrail posts 104,
106. The side plates 253, 255 have holes that allow the guardrail
sections 224 to be bolted to the mounting bracket 250. Standard or
frangible bolts may be used as necessary, both to bolt the
guardrail sections 224 to the mounting bracket 250 and to bolt the
mounting bracket 250 to the guardrail posts 104, 106, depending
upon the location of the mounting bracket 250 in the guardrail
system 100 as will be described later. The mounting bracket 250
also has flanges 257, 259 provided at the edges of the side plates
253, 255 that are distal from the bottom plate 251. The flanges
257, 259 are positioned approximately in the valleys 238, 240 on
either side of the middle peak of the back side 228 of the
guardrail sections 224 when a guardrail section 224 is bolted to
the mounting bracket 250. Each of the sleeves 252, 254 is attached,
for example by welding, to the mounting bracket 250 at the angle
formed between a respective one of the flanges 257, 259 and a
respective one of the side plates 253, 255.
[0102] The guardrail system 100 also includes an anchor structure
264 for anchoring the first end of each of the cables 108, 110 to
the ground at the ground anchor locations 116, 118, respectively,
when the guardrail system 100 is installed on the side of a road.
The anchor structure 264 includes an anchor post 266, a pair of
bars 268 and 270, and at least one angled plate. In the illustrated
embodiment, there are two angled plates 272 and 274, one provided
for each of the cables 108, 110. The anchor post 266 is adapted for
being buried at least in part below ground to thereby anchor the
anchor post 266 to the ground. In use the anchor post 266 is
positioned upstream of the base post 190 relative to the direction
of traffic flow in a lane of the road nearest the guardrail system
100 as indicated by the arrow T.
[0103] The bars 268, 270 extend in parallel between the anchor post
266 and the base post 190. Each of the pair of bars 268, 270 has a
longitudinal axis, a first end, and a second end. Each of the pair
of bars 268, 270 is attached to the anchor post 266 proximate its
first end, and each of the pair of bars 268, 270 is attached to the
base post 190 proximate its second end. The pair of bars 268, 270
can be attached to the anchor post 266 and the base post 190 using
means that include but are not limited to bolts, rivets, and
welding. In the illustrated example, the pair of bars 268, 270 are
attached to a cap 267 that fits over the top of the anchor post
266. The cap 267 has three sides and the pair of bars 268, 270 are
welded to the cap 267 on either side to for a five sided box that
fits over the top of the anchor post 266. The pair of bars 268, 270
and the top of the anchor post 266 have holes that register with
one another, and one or more bolts or rivets can be used to attach
the pair of bars 268, 270, the cap 267, and the anchor post 266
together. Alternatively, the cap 267 can be five sided and also
have holes that register with the holes in the pair of bars 268,
270 and the top of the anchor post 266. Again, one or more bolts or
rivets can be used to attach the pair of bars 268, 270, the cap
267, and the anchor post 266 together. The angled plates 272, 274
extend like rungs in a ladder between the pair of bars 268, 270 at
positions intermediate the anchor post 266 and the base post 190.
The angled plates 272, 274 are spaced apart from one another. Each
of the angled plates 272, 274 has an inclined portion 276, 278,
respectively, that is angled relative to the longitudinal axis of
each of the pair of bars 268, 270 such that in use the inclined
portion rises upward relative to the ground with decreasing
horizontal distance from the anchor post 266. The inclined portions
276, 278 can be attached to the pair of bars 268, 270 using means
that include but are not limited to bolts, rivets, and welding.
Each of the cables 108, 110, is provided with a threaded shaft 280,
282, respectively, at its first end. Each of the inclined portions
276, 278 has an opening 284, 286, respectively, that is large
enough to allow the respective threaded shafts 280, 282 to extend
through the openings 284, 286 of the inclined portions 276,
278.
[0104] A pair of threaded nuts 288 and 290 capable of engaging the
threaded shafts 280, 282, respectively, are provided for anchoring
the first ends of the cables 108, 110 at the ground anchor
locations 116, 118. The threaded nuts 288, 290 are too large to
pass through the respective openings 284, 286 of the inclined
portions 276, 278. Each of the nuts 288, 290 engages a respective
one of the threaded shafts 280, 282 at the first ends of the cables
108, 110 with the cables 108, 110 extending between the inclined
portions 276, 278 and the sled 102 on the sides of the inclined
portions 276, 278 opposite the sides on which the nuts 288, 290 are
located to thereby anchor the first ends of the cables 108, 110 in
position at the ground anchor locations 116, 118 once the guardrail
system 100 is installed on the side of a roadway. In the
illustrated embodiment, the openings 284, 286 in the inclined
portions 276, 278 are in the form of U-shaped slots to provide for
greater ease of assembly of the guardrail system 100.
[0105] The manner in which the base post 190 or any of the
guardrail posts 104, 106, or the anchor post 266 are fixed to the
ground can vary depending upon the requirements of the particular
location where the guardrail system 100 is being installed,
especially the nature of the surface over which the guardrail
system 100 is to be installed. For example, if the guardrail system
100 is being installed over a concrete foundation, the elongated
portions of the base post 190, the guardrail posts 104, 106, and
the anchor post 266 that are intended for being buried under the
ground surface can be replaced by a flange or plate having a
plurality of holes attached to the bottom of these various posts.
Each of these various posts can then be positioned on the concrete
foundation such that anchor bolts embedded in the concrete
foundation extend through the holes in the flange or plate attached
to the bottom of the post. Threaded nuts engaging the anchor bolts
can then be tightened down over the flange or plate attached to the
bottom of the post in order to secure or fix the post in place over
the concrete foundation. As yet another alternative, the elongated
portions of the base post 190, the guardrail posts 104, 106, and
the anchor post 266 that are intended for being buried under the
ground surface can be placed in holes in the ground that are
backfilled with concrete. Furthermore, one or more of the various
modes for securing or fixing the various posts in place that are
mentioned above can be combined as conditions require in a given
installation of the guardrail system 100.
[0106] As a way of conveniently referencing parts of the invention,
the cable 108, the cable 110, the cable brake 112, the cable brake
114, the sleeve 252, the sleeve 254, the angled plate 272, the
angled plate 274, the threaded shaft 246, the threaded shaft 280,
the threaded shaft 248, the threaded shaft 282, the nut 260, the
nut 288, the nut 262, the nut 290, the ground anchor location 116,
the location 242, the ground anchor location 118, the location 244,
the brake pad 120 of the cable brake 112, the brake pad 122 of the
cable brake 112, the brake pad 120 of the cable brake 114, and the
brake pad 122 of the cable brake 114 are respectively referred to
as the first cable, the second cable, the first cable brake, the
second cable brake, the first sleeve, the second sleeve, the first
angled plate, the second angled plate, the first threaded shaft,
the second threaded shaft, the third threaded shaft, the fourth
threaded shaft, the first threaded nut, the second threaded nut,
the third threaded nut, the fourth threaded nut, the first anchor
location, the second anchor location, the third anchor location,
the fourth anchor location, the first brake pad, the second brake
pad, the third brake pad, and the fourth brake pad in some of the
appended claims.
[0107] In the illustrated embodiments of the guardrail system, one
or more of the guardrail posts nearest the sled 102 are yieldable
guardrail post 104 designed to yield at a predetermined impact
force. The guardrail posts 106 are standard guardrail posts. The
use of yieldable guardrail post 104 for the several guardrail posts
nearest the sled 102 provides an added measure of safety in the
event that the energy from the impact of the vehicle is not
completely dissipated before the sled 102 reaches the nearest
guardrail post 104 by providing for continued gradual dissipation
of the impact energy. Thus vehicles with a wider range weights and
speeds can more safely be brought to a stop in head-on collisions
with the end unit or portion of the guardrail system 100.
[0108] Each yieldable guardrail post 104 includes a first elongated
member 292, a second elongated member 294, and a reinforcement
plate 296. The first elongated member 292 has an elongated back
plate 298 and two side plates 300, 302 that are parallel to one
another. The side plates 300, 302 project at right angles to the
back plate 298 on either side of the back plate 298 to thereby give
the first elongated member 292 a channel-shaped cross section. The
second elongated member 294 has an elongated back plate 304 and two
side plates 306, 308 that are parallel to one another. The side
plates 306, 308 of the second elongated member 294 project at right
angles to the back plate 304 of the second elongated member 294 on
either side of the back plate 304 of the second elongated member
294 to thereby give the second elongated member 294 a
channel-shaped cross section The first elongated member 292 and the
second elongated member 294 are attached together with their
respective back plates 298, 304 in abutting contact so as to form a
beam 310 having an H-shaped cross section. The second elongated
member 294 has a slit 312 transverse to the longitudinal axis of
the second elongated member 294 that transects the second elongated
member. When the post 104 is installed, the side with the slit 312
faces toward oncoming traffic.
[0109] The reinforcement plate 296 is attached to the back plate
298, 304 of one of the elongated members 292, 294 proximate the
slit 312 in the second elongated member 294. In the illustrated
embodiment, the reinforcement plate 296 is attached to the back
plate 304 of one of the second elongated member 294 and faces
toward oncoming traffic when the beam 104 is installed. In the
illustrated embodiment, two rows of rivets 314, 316 distributed
along the length of the beam 310 and passing through back plates
298, 304 are used to attach the first elongated member 292 and the
second elongated member 294 together. There is a gap in the rows of
rivets 314, 316 corresponding to the location of the reinforcement
plate 296 along the beam 310. The reinforcement plate 296 is
attached to the back plate 304 of the second elongated member 294
by two rows of rivets 318, 320. The two rows of rivets 318, 320 are
distributed along the length of the reinforcement plate 296 and
pass through back plate 304. The two rows of rivets 318, 320 are
spaced more closely together compared to the rows of rivets 314,
316. The gauge, i.e. thickness, of the steel used and the
dimensions of the first elongated member 292, the second elongated
member 294, and the reinforcement plate 296 can be varied to
determine the predetermined threshold impact energy at which the
post 104 will yield. A specific predetermined threshold impact
energy at which the post 104 will yield can be determined for a
specific application by routine experimentation.
[0110] In the illustrated embodiment, each of the guardrail
sections 224 overlaps a portion of each adjacent guardrail section
224 over at least one guardrail post 104, 106 that is a common
support for both adjacent guardrail sections 224. Beginning with
the guardrail section 224 that is closest to the sled 102, a
portion of each guardrail section 224 covers over a portion of the
front side 226 of the succeeding guardrail section 224. The
guardrail sections 224 are attached to the guardrail posts 104 and
at least the guardrail post 106 nearest to the guardrail posts 104
by frangible fasteners such that the guardrail sections 224 will
collapse in a roughly telescoping fashion in the event that the
energy from the impact of the vehicle is not completely dissipated
before the sled 102 reaches the nearest guardrail post 104 and the
sled 102 is pushed beyond the nearest guardrail post 104 by the
impacting vehicle. Thus the spearing of the impacting vehicle by
the guardrail sections 224 is prevented. The cables 108, 110 should
extend from about the ground anchor locations 116, 118 to at least
the guardrail post 104 that is nearest the sled 102. In the
illustrated example, the cables 108, 110 extend from proximate the
ground anchor locations 116, 118 to the guardrail post 104 that is
nearest the sled 102 and continue to extend over the distance
covered by the guardrail sections 224 that are supported in whole
or in part by the yieldable guardrail posts 104. Accordingly, the
cables 108, 110 extend from proximate the ground anchor locations
116, 118 to the guardrail post 106 that is nearest the guardrail
posts 104.
[0111] The guardrail system 100 also includes a cable guide 322.
The cable guide 322 includes a wedge-shaped cap 324 and two tubular
sleeves 326, 328. The cap 324 is made of sheet metal and has a wide
end 330 and a narrow end 332 with the cap 324 tapering from the
wide end to the narrow end. The wide end 330 of the cap 324 is
dimensioned and configured to fit over the end nearest the sled 102
of the guardrail section 224 nearest the sled 102, and the cap 324
is fixed to that end of that guardrail section using nuts and
bolts. With the cap 324 fixed to the end of the guardrail section,
the sleeves 326, 328 will be in registry with the interior of the
valleys 238, 240, respectively, on the back side 228 of the
guardrail nearest the sled 102. Accordingly, the cables 108, 110
can be routed through the sleeves 326, 328, respectively, so that
the cables 108, 110 can be maintained in a close relationship to
the back side of the guardrail section 224 nearest the sled
102.
[0112] The guardrail system 100 is also provided with a protective
sheet metal covering 334 that covers the cable brakes 112, 114. The
covering 334 provides some measure of protection from the elements
to the cable brakes 112, 114.
[0113] The guardrail system 100 has the desirable feature that the
cables 108, 110 follows a non-tortuous path as they pass through
the cable brakes 112, 114. Subjecting the cables 108, 110 to
extreme bends or changes in direction, particularly upon vehicle
impact, can excessively strain the strands in the cables 108, 110.
Such excessive strain can lead to the fatigue and breakage of the
strands, which would ultimately lead to the fraying of the cables
108, 110. The terminology "non-tortuous" as used herein means that
any bends at least in the portion of the cables 108, 110 passing
through the sled 102 and within at least six inches of the sled
102, as measured along the respective cable, form internal angles
that are all greater than or equal to 100.degree. and less than or
equal to 180.degree.. More preferably the internal angles formed by
any bends in the aforementioned portion of the cables 108, 110 are
in the range of greater than or equal to 110.degree. to less than
or equal to 180.degree.. Of course, the definition of
"non-tortuous" includes the case where there are no bends in the
aforementioned portion of the cables 108, 110. In the illustrated
embodiments, the portion of the cables 108, 110 passing through the
cable brake housings 124, 126 follow a substantially straight path,
the only significant bend in this portion of each cable occurring
near the cable outlet 130 of each respective cable brake housing
124, 126.
[0114] In cases were the bend is well defined, as in the
illustrated examples, the internal angle formed by any bend in the
cables 108, 110 should be readily apparent. In cases where the
cables may follow a curved path through the bend or bends, the
angle formed by the bends is more complex to define. In such cases,
a portion of a cable follows a "non-tortuous" path when there are
no two points along the portion of the cable such that direction
vectors corresponding to the direction of the central longitudinal
axis t of the portion of the cable at each of the two points,
respectively, that are both directed in the direction of increasing
distance measured along the cable from a common origin point that
is located outside the portion of cable in question and corresponds
to a distance of zero along the cable, when translated while
preserving their direction to be placed in tip to tail relationship
define an internal angle that is acute. In other words, for each
and every point .beta. within the cable portion 105 in question if
the direction vector 107 of the cable at a selected end point a of
the cable portion in question is placed in tip to tale relationship
with the direction vector 109 of the cable at the point .beta.
within the cable portion in question then the two vectors would
define an obtuse internal angle .theta.. This of course requires
that the two direction vectors are both directed in the direction
of increasing distance measured along the cable from a common
origin point that is located outside the portion of cable in
question (see FIGS. 58 and 59). The same preferred ranges of angles
mentioned previously also apply to the internal angle .theta.
defined when the direction vector of the cable at the selected end
point a of the cable portion in question is placed in tip to tale
relationship with the direction vector of the cable 108, 110 at any
point .beta. within the cable portion 105.
[0115] An optional method for installing the guardrail system 100,
provided as an example of final assembly and constructability, will
now be described. The guardrail is constructed in the normal except
for the terminal portion of the guardrail. One or more, preferably
several, guardrail posts 104 are fixed to the surface proximate the
roadway upstream of the last guardrail post 106 in relation to the
direction of flow of traffic. The guardrail sections 224 are
mounted to the guardrail posts 104, 106 such that at least all the
distances between the guardrail posts are spanned by guardrail
sections 224. The guardrail sections 224 should be mounted to one
or more of the guardrail posts 106 near the guardrail posts 104
with a mounting bracket 250 having the sleeves 252, 254. At those
guardrail posts 104, 106 where the sleeves 252, 254 are not
required, a mounting bracket similar to the mounting bracket 250
but lacking the sleeves 252, 254 is used to attach the particular
guardrail section 224 to the guardrail post 104, 106. In the
illustrated example, a mounting bracket 250 is used to attach the
guardrail section 224 to the guardrail posts 106 nearest the
guardrail posts 104. The cable guide 322 can now be fixed to the
end of the guardrail section 224 that is farthest upstream of the
other guardrail sections 224 in relation to the direction of the
flow of traffic in the lane nearest the guardrail system 100, i.e.
the guardrail section 224 that is to eventually be the closest to
the sled 102.
[0116] The guardrail posts 104, 106 are fixed to the surface
proximate the roadway downstream of the sled 102 in relation to the
direction of the flow of traffic in the lane nearest the guardrail
system 100. Accordingly, the base 186 is fixed to the surface
proximate the roadway upstream of the guardrail posts 104, 106 in
relation to the direction of the flow of traffic in the lane
nearest the guardrail system 100.
[0117] The anchor structure 264 can then be fixed to the surface
proximate the roadway upstream of the base 186 in relation to the
direction of the flow of traffic. The base 186 and the anchor
structure 264 may be prefabricated into a single assembly prior to
being fixed to the surface proximate the roadway. The sled 102 can
then be positioned atop the base plate 188.
[0118] The shafts 246, 248 at the second ends of the cables 108,
110 are then inserted through the sleeves 252, 254 of the mounting
bracket 250 that is located farthest from the sled 102 and the nuts
260, 262 are engaged to the shafts 246, 248, respectively, to
thereby anchor the second ends of the cables 108, 110 at an anchor
location corresponding to the location of the mounting bracket 250
that is located farthest from the sled 102. The cables 108, 110 are
then routed through the valleys 238, 240 on the back side 228 of
the guardrail sections 224 and through the sleeves 326, 328 of the
cable guide 322. Each of the collars 144 is then placed around a
respective one of the cables 108, 110 and then each of the cables
108, 110 is routed through the respective cable brake housing 124,
126 of the sled 102. Thus the cables 108, 110 are routed through
the sled 102. Each of the collars 144 is placed around a respective
one of the cables 108, 110 such that the first surface 154 of the
collar 144 faces away from the sled 102.
[0119] The shafts 280, 282 at the first ends of the cables 108, 110
are then positioned so as to extend through the slots 284, 286 in
the angled plates 272, 274 and the nuts 288, 290 are engaged to the
shafts 280, 282, respectively, to thereby anchor the first ends of
the cables 108, 110 at an anchor location near the surface
proximate the roadway and upstream of the sled 102 relative to the
direction of traffic flow in a lane of the road nearest the
guardrail system 100. Accordingly, a portion of the cables 108, 110
extends between the sled 102 and the guardrail post 104 nearest the
sled 102. The collars 144 are positioned intermediate the sled 102
and the cable guide 322.
[0120] Next a pair of brake pads 120, 122 are placed around the
cable 108 such that the brake pads 120, 122 are positioned at least
in part in the brake housing 124. The collar 144 on cable 108 is
then brought into contact with the brake pads 120, 122 on either
side of the cable 108, with the first surface 154 of the collar 144
facing away from the brake pads 120, 122. The pair of wedges 146,
148 of the cable brake 112 are each positioned in contact with a
respective sloping portion of the first surface 154 of the collar
144 on either side of the centerline of the first surface 154 of
the collar 144. Each of the pair of bolts 150, 152 of the cable
brake 112 is positioned such that its shaft passes through the hole
170, 172 of the respective one of the pair of wedges 146, 148 and
the slot 162 of the collar 144 and engages a respective one of the
threaded holes 136, 140 of the first and second brake pads 120,
122. The pair of bolts 150, 152 are tightened, with the head of
each of the bolts being in contact with the respective one of the
pair of wedges, to force the first and second brake pads 120, 122
toward one another such that the cable 108 is clamped between the
first and second brake pads 120, 122 of the cable brake 112, and
thus frictional forces between the cable 108 and the first and
second brake pads 120, 122 of the cable brake 112 are set at a
predetermined level.
[0121] Similarly, a pair of brake pads 120, 122 are placed around
the cable 110 such that the brake pads 120, 122 are positioned at
least in part in the brake housing 126. The collar 144 on cable 110
is then brought into contact with the brake pads 120, 122 on either
side of the cable 110, with the first surface 154 of the collar 144
facing away from the brake pads 120, 122. The pair of wedges 146,
148 of the cable brake 114 are each positioned in contact with a
respective sloping portion of the first surface 154 of the collar
144 on either side of the centerline of the first surface 154 of
the collar 144. Each of the pair of bolts 150, 152 of the cable
brake 114 is positioned such that its shaft passes through the hole
170, 172 of the respective one of the pair of wedges 146, 148 and
the slot 162 of the collar 144 and engages a respective one of the
threaded holes 136, 140 of the first and second brake pads 120,
122. The pair of bolts 150, 152 are tightened, with the head of
each of the bolts being in contact with the respective one of the
pair of wedges, to force the first and second brake pads 120, 122
toward one another such that the cable 110 is clamped between the
first and second brake pads 120, 122 of the cable brake 114, and
thus frictional forces between the cable 110 and the first and
second brake pads 120, 122 of the cable brake 114 are set at a
predetermined level.
[0122] In each of the cable brakes 112, 114, the pair of wedges
146, 148 are positioned on opposite sides of the centerline of the
first surface 154 of the collar 144 with the respective cable 108,
110 passing between the pair of wedges 146, 148, and such that each
of the pair of wedges 146, 148 is placed in contact with the
respective sloping portion of the first surface 154 of the collar
144 with its thick side being positioned closer to the centerline
of the first surface 154 of the collar than its thin side. Thus, in
operation the head of each of the pair of bolts 150, 152 is in
contact with a front surface of a respective one of the pair of
wedges 146, 148 that is essentially perpendicular to the
longitudinal axis of the respective cable 108, 110.
[0123] Loosening the nuts 260, 262 and tightening the nuts 288, 290
moves the brake pads 120, 122 of the cable brake 112 and the brake
pads 120, 122 of the cable brake 114 such that the brake pads 120,
122 of the cable brake 112 and the brake pads 120, 122 of the cable
brake 114 are positioned snugly within the respective brake
housings 124, 126.
[0124] Thus the brake pads 120, 122 of the cable brake 112 and the
brake pads 120, 122 of the cable brake 114 are frictionally engaged
to the cables 108, 110, respectively, with the brake pads 120, 122
of the cable brake 112 and the brake pads 120, 122 of the cable
brake 114 positioned relative to the sled 102 such that the brake
pads 120, 122 of the cable brake 112 and the brake pads 120, 122 of
the cable brake 114 would interfere with movement of the sled 102
toward the guardrail post 104 nearest the sled 102 over at least a
substantial portion of a distance between the sled 102 and the
nearest guardrail post 104 upon impact of a vehicle on the sled
102.
[0125] Furthermore, the interference with the movement of the sled
102 toward the nearest guardrail post 104 due to the engagement of
the brake pads 120, 122 of the cable brakes 112, 114 is of such a
nature that the sled 102 can move along the cables 108, 110 upon
the impact of a vehicle on the sled 102, when the vehicle impacts
the sled 102 with energy above a predetermined threshold level,
while the frictional forces between the cables 108, 110 and the
brake pads 120, 122 of the cable brakes 112, 114 dissipate at least
a portion of the energy from the impact.
[0126] The distance between the sled 102 and the nearest yieldable
post 104, the threshold impact energy level for overcoming the
friction due to the cable brakes 112, 114, the number of yieldable
guardrail posts 104 that should be used and the distance that they
cover, can all be determined by routine experimentation involving
crash testing and taking into account the applicable mandatory
safety regulations and if necessary the average speed and weight of
vehicles expected at a particular site.
[0127] Referring to FIGS. 33-36, a second embodiment 400 of the
present invention can be seen. In the interest of brevity only the
differences between the guardrail systems 100 and 400 are discussed
in detail. In all other respects the guardrail systems 100 and 400
are identical. In the guardrail system 400 the guardrail sections
224 completely span the distance between the sled 402 and the
nearest guardrail post 404. The guardrail posts 404 are wooden and
are drilled at locations 403 and 405 to make them frangible in a
head-on collision of a vehicle with the terminal end of the
guardrail system 400. The guardrail system 400 does not have a
cable guide 322.
[0128] The sled 402 does not have a protective cover 334, and the
sled 402 lacks the catch member 202 and lever arm 206. The sled 402
is provided with a fixed impact plate 522. The base plate 488 lacks
any kind of guide like guide 194. The sled 402, and consequently
the skid plate 492, simply rests atop the base plate 488. The skid
plate 492 has a forward portion that is turned up in a manner
resembling skis to prevent the sled 402 from digging into the
ground and getting stuck after impact.
[0129] In the guardrail system 400 the angled plates 272, 274 are
replaced by tubular structures 572, 574 that function in a manner
similar to tubular sleeves 252, 254. The various components and
features from the guardrail systems 100 and 400 can be used in any
combination to construct a variety of guardrail systems within the
scope of the appended claims.
[0130] Referring to FIGS. 37-52, a releasable post 700 that can be
substituted for the yieldable posts 104 can be seen. The releasable
post 700 includes a base 786, a beam 800, a skid plate 792, and a
catch member 802. In the illustrated example, the base 786 includes
an elongated base post 790 adapted for being buried at least in
part below ground to thereby anchor the releasable post 700 to the
ground. As discussed previously with respect to the base 186 and
the posts 104, 106, the base post 790 can be replaced by other
structures depending on the nature of the surface to which the
releasable post 700 is to be fixed. The base 786 also includes a
base plate 788 that is attached to the top of the base post 790. In
the illustrated example, the base plate 788 has a sleeve 787 welded
to its bottom surface. The sleeve 787 fits into the top of the base
post 790, and the sleeve 787 and the base post 790 each have one or
more holes such that the holes of the sleeve 787 register with the
holes of the base post 790 to allow pins, rivets, bolts or the like
to be used to attach the base plate to the base post 790.
Alternatively, the base plate 788 can be directly welded to the top
of the base post 790.
[0131] The skid plate 792 is attached to the lower end of the beam
800. The catch member 802 is pivotally attached to the beam 800
such that the catch member 802 pivots about a pivot axis. The catch
member 802 is pivotally movable between a raised position and a
lowered position. When the base post 790 is buried at least in part
below ground and the beam 800 is mounted on the base plate 788 with
the skid plate 792 supported by the base plate 788 and the catch
member 802 is in the lowered position, the catch member 802 has a
portion that overlaps at least a portion of at least one of the
base plate 788 and the base post 790 such that rectilinear movement
of the beam 800 relative to the base post 790 in a predetermined
direction would essentially be prevented by interference between
the catch member 802 and at least one of the base plate 788 and the
base post 790. A lever arm 806 is attached to the catch member 802.
The catch member 802 is movable between the lowered position and
the raised position responsive to the lever arm 806 moving between
a first position and a second position. The catch member 802 moves
toward the raised position as the lever arm 806 is moved toward the
second position which is closer to the beam 800 as compared to the
first position.
[0132] When the catch member 802 is in the lowered position, an
impact on the lever arm 806 that moves the lever arm 806 to the
second position frees the beam 800 for rectilinear motion relative
to the base post 790 in the predetermined direction. In most
applications the predetermined direction would be the same as the
direction of on-coming traffic.
[0133] The catch member 802 is similar to the catch member 202 and
the catch member 802 includes two parallel plates 808, 810 that are
spaced apart from one another and a catch plate 812 that extends
between the parallel plates 808, 810. Each of the parallel plates
808, 810 is provided with a hole 814 and 816, respectively. The
hole 814 of the first one of the parallel plates 808 is in registry
with the hole 816 of the second one of the parallel plates 810.
Each hole 814, 816 in each parallel plate 808, 810 is located at
spaced separation from the catch plate 812. One or more shafts or
pins 818 pass through one or more openings, there are two openings
820, 821 in the illustrated example, in the beam 800 and through
each hole 814, 816 in each parallel plate 808, 810 to thereby
pivotally attach the catch member 802 to the beam 800. A bumper 822
is preferably attached to the lever arm 806 to minimize damage to
the releasable post 700.
[0134] In the illustrated example, the base plate 788 is inclined
such that it slopes upward in the predetermined direction when the
base post 790 is buried at least in part below ground. The base
plate 788 is provided with a guide 794 that guides the skid plate
792 during the rectilinear movement of the skid plate 792 relative
to the base plate 788. All the same types of guides 194 discussed
in relation to the base plate 188 may also be used with the base
plate 788. In the illustrated example, the guide 794 is in the form
of a pocket 796 that receives a portion of the skid plate 792. The
guardrail sections 224 can be attached to the beam 800 in the same
manner in which they are attached to the guardrail posts 104 and
106.
[0135] The beams 200 and 800, the lever arms 206, 806, the skid
plates 192 and 792, the catch members 202 and 802, the impact plate
222, and the bumper 822 may be provided with various slots, holes,
or openings, for example the slots 824, 826, 828 and 830, as
necessary to provide clearance for cables that may be part of the
guardrail system in which these components are used.
[0136] In some applications it may be desirable to use washers
between the nuts 260, 262, 288, or 290 and the corresponding
sleeves or angled plates. The washers may prevent damage to contact
surfaces when the nuts are tightened, may provide greater surface
area for better distribution of forces, and may be needed to
enhance the size of the nuts where the nuts are smaller than would
be desirable relative to the size of the corresponding openings in
the sleeves and angled plates.
[0137] It should be noted that the sled and cable brake system of
the present invention can be used in conjunction with a variety of
barrier systems. The sled and cable brake system of the present
invention can be used with barriers in the form of corrugated metal
beams including "W-Beam" or "Thrie-Beam" barriers such as shown in
FIG. 1. The impact-absorbing sled and cable brake system of the
present invention can be used with wire ripe cable
barriers--tensioned or un-tensioned. The sled and cable brake
system of the present invention can be used with concrete barriers
such as bridge parapets, piers or columns. In the case of use with
concrete barriers, the cable guide 322 and mounting bracket 250
would have to be modified accordingly in order to attach or anchor
the cables 108, 110 to the particular concrete barrier.
[0138] It is to be understood that the present invention is not
limited to the embodiments described above, but encompasses any and
all embodiments within the scope of the following claims.
* * * * *