A highway crash cushion includes a single, central, rigid, guide tail that guides the crash cushion in axial collapse. diaphragm assemblies are each provided with recessed legs, and a central guide that slides along the rail while locking against the rail in a lateral collision. The diaphragm assemblies support fender panels that include four longitudinally extending ridges, a central slot, and a tapered trailing edge that reduces vehicle snagging. energy absorbing elements are disposed between the diaphragm assemblies, and each includes an indicator that clearly indicates when the element has been compressed and possibly damaged.
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0. 18. In a highway crash cushion of the type comprising an array of diaphragms and a plurality of energy absorbing elements disposed between the diaphragms the improvement comprising:
a single rail disposed under the crash cushion and anchored to a support surface;
a plurality of guides, each coupled to a respective one of the diaphragms and substantially centered with respect to the respective diaphragm;
the guides mounted on the rail to slide along the rail and to restrict movement of the respective diaphragms with respect to the rail in both lateral directions;
the rail substantially centered with respect to the diaphragms;
at least some of the diaphragms each coupled to a respective leg assembly extending beneath the respective diaphragm on both sides of the rail to support the diaphragm on the support surface.
0. 19. In a highway crash cushion of the type comprising a diaphragm and at least one energy absorbing element disposed adjacent the diaphragm, the improvement comprising:
a support structure comprising a single rail assembly disposed under the crash cushion and comprising a first end and a second end, the support structure being anchored to a support surface between the first and second ends and being substantially centered with respect to the diaphragm,
a guide coupled to the diaphragm and substantially centered with respect to the diaphragm,
the guide mounted to slide along the support structure and to restrict movement of the diaphragm with respect to the support structure in at least one lateral direction,
the diaphragm coupled to a leg assembly extending beneath the diaphragm on both sides of the rail assembly to support the diaphragm on the support surface.
1. In a highway crash cushion of the type comprising an array of diaphragms, a plurality of energy absorbing elements disposed between the diaphragms, and an array of fender panels extending alongside the diaphragms, the improvement comprising:
a single rail disposed under the crash cushion and anchored to a support surface;
a plurality of guides, each coupled to a respective one of the diaphragms and substantially centered with respect to the respective diaphragm;
said guides mounted on the rail to slide along the rail and to restrict movement of the respective diaphragms with respect to the rail in both lateral directions;
said rail substantially centered with respect to the diaphragms;
at least some of the diaphragms each coupled to a respective leg assembly extending beneath the respective diaphragm on both sides of the rail to support the diaphragm on a support surface.
0. 20. In a highway crash cushion of the type comprising a diaphragm and at least one energy absorbing element disposed adjacent the diaphragm, the improvement comprising:
a support structure comprising a single rail assembly disposed under crash cushion and anchored to a support surface, said single rail assembly substantially centered with respect to the diaphragm,
a guide coupled to the diaphragm and substantially centered with respect to the diaphragm,
the guide mounted to slide along the support structure and to restrict movement of the diaphragm with respect to the support structure in at least one lateral direction, the guide mounted to slide along the support structure without extending below a lower surface of the support structure,
the diaphragm coupled to a leg assembly extending beneath the diaphragm on both sides of said rail assembly to support the diaphragm on the support surface.
17. In a highway crash cushion of the type comprising an array of diaphragms, a plurality of energy absorbing elements disposed between the diaphragms, and an array of fender panels extending alongside the diaphragms, the improvement comprising:
a single rail disposed under the crash cushion and anchored to a support surface;
a plurality of guides, each coupled to a respective one of the diaphragms and substantially centered with respect to the respective diaphragm;
said guides mounted on the rail to slide along the rail and to restrict movement of the respective diaphragms with respect to the rail in both lateral directions;
said rail substantially centered with respect to the diaphragms;
wherein the rail comprises a plurality of interconnected rail segments;
wherein each rail segment forms a central protrusion at one end and a central recess at the other end, and wherein the protrusion of one rail segment is received within the recess of an adjacent rail segment.
3. The invention of
4. The invention of
a plurality of leg assemblies, each leg assembly comprising an upper portion mounted to a respective one of the diaphragms, a lower portion, two side portions, and a centerline extending between the side portions;
each said lower portion connected to two feet shaped to support the respective leg on a support surface;
said feet extending outwardly from the respective leg assembly, away from the centerline, such that the feet are separated from the respective centerline by a maximum distance DF, the side portions are separated from the respective centerline by a maximum distance DL, and the ratio DF/DL is greater than 1.1.
5. The invention of
6. The invention of
7. The invention of
a plurality of leg assemblies, each leg assembly comprising an upper portion mounted to a respective one of the diaphragms, a lower portion, two side portions, and a centerline extending between the side portions;
each said lower portion connected to two feet shaped to support the respective leg on a support surface;
said feet extending outwardly from the respective leg assembly, away from the centerline, such that the feet are separated from the respective centerline by a maximum distance DF, the side pardons are separated from the respective centerline by a maximum distance DL, and the difference DF-DL is greater than 4 cm.
8. The invention of
9. The invention of
10. The invention of 4 or 7 wherein each foot angles downwardly and outwardly from the respective leg assembly.
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an additional diaphragm;
an additional energy absorbing element disposed between the additional diaphragm and the first-mentioned diaphragm;
an additional leg assembly, the additional leg assembly and the first-mentioned leg assembly each comprising an upper portion mounted to a respective one of the additional diaphragm and the first-mentioned diaphragm a lower portion two side portions and a centerline extending between the side portions;
each said lower portion connected to two feet shoed to support the respective lea assembly on the support surface;
the feet extending outwards from the respective leg assembly, away from the centerline such that the feet are separated from the respective centerline by a maximum distance DF, the side portions are separated from the respective centerline by a maximum distance DL, and the ratio DF/DL, is greater than 1.1.
0. 46. The invention of
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an additional diaphragm,
an additional energy absorbing element disposed between the additional diaphragm and the first-mentioned diaphragm,
an additional leg assembly, the additional leg assembly and the first-mentioned leg assembly each comprising an upper portion mounted to a respective one of the additional diaphragm and the first-mentioned diaphragm, a lower portion, two side portions and a centerline extending) between the side portions,
each said lower portion connected to two feet shaped to support the respective leg assembly on the support surface,
the feet extending outwardly from the respective leg assembly, away from the centerline, such that the feet are separated from the respective centerline by a maximum distance DF the side portions are separated from the respective centerline by a maximum distance DL, and the difference DF-DL is greater than 4 cm.
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The present invention relates to improvements to a highway crash cushion of the type having an array of diaphragms, a plurality of energy absorbing elements disposed between the diaphragms, and an array of fender panels extending alongside the diaphragms.
Highway crash cushions of this general type have proven to be successful in a wide variety of applications. Walker U.S. Pat. No. 3,982,734 describes one early version of such a crash cushion, and Meinzer U.S. Pat No. 4,321,989 discloses another. Typically, such crash cushions are used alongside highways in front of obstructions such as concrete walls, toll booths and the like.
In the event of an axial impact, the crash cushion is designed to absorb the kinetic energy of an impacting vehicle as the crash cushion collapses axially. In such an axial collapse, the diaphragms move closer to one another, the fender panels telescope over one another, and the energy absorbing elements are compressed. After such a collision many of the component parts can be reused by repositioning the diaphragms and fender panels in the original position, and replacing the energy absorbing elements and other damaged components.
The performance of such a highway crash cushion in lateral rather than axial impacts is also significant. When an impacting vehicle strikes the fender panels obliquely, it is desirable that the crash cushion act as a guard rail, which redirects the impacting vehicle without sending it back into traffic at a steep angle, and without allowing the impacting vehicle to move into the region on the other side of the crash cushion protected by the crash cushion.
Another aspect of such crash cushions is the need for simple maintenance and repair. Typically, such crash cushions are positioned alongside a high speed roadway, and it is therefore important to minimize traffic disruption and to minimize exposure of maintenance personnel to the hazards of adjacent traffic in maintenance and repair procedures.
In view of the foregoing operational and maintenance requirements for crash cushions, there is a need for an improved crash cushion that provides increased rigidity in a lateral a, which includes a plate 106. This plate 106 has sides shaped to conform to the adjacent ridges 82, and forward and rearward edges that are bevelled to reduce vehicle snagging. The plate 106 is relatively large, and can for example be 25 cm in length, and can define a lug extending downwardly into the respective slot 88. This arrangement provides a system in which the fender panels telescope smoothly against one another in an axial collapse, and in which pull out of the fastener 104 is substantially prevented.
The improved geometry of the fender panel 16 is not restricted to use with highway crash cushions, but can be used with a variety of other roadside barriers, including guard rails. In some of these applications the slot 88 may not be required.
The housing 108 can be molded of any suitable material, such as linear, low-density polyethylene having an ultraviolet inhibitor for example. The housing 108 can contain any suitable energy absorbing components 109, and this invention is not limited to any specific choice for these components 149. For example, the energy absorbing components can be formed as described in U.S. Pat. No. 4,352,484, using a paper honeycomb material (5 cm cell diameter and 5 cm layer thickness) and a polyurethane foam. Alternately, the energy absorbing elements 109 can be formed as four metal honeycomb elements 111, each 17.8 cm thick, with a cell diameter of 3.8 cm. The elements are preferably formed of low carbon, fully annealed steel sheets (0.45 mm thick in one element and 0.71 mm thick in the other three). In the embodiment described here, the forward energy absorbing elements use the paper honeycomb material and the rearward energy absorbing elements use the steel material, both as described above. If desired, the brackets 52, 54 can be deleted and replaced with brackets (not shown) on the panels 48 that support the housing 108 at the lower, protruding edge of the upper part of the housing, adjacent the seam 110.
As shown in
In the event that the housing 108 is distorted even temporarily in a low speed event such that the first and second locations approach one another by more than the selected distance of overlap between the lip 128 and the retainer 130, then the indicator 128 moves out of engagement with the retainer 130, and the spring 132 moves the indicator 122 to the upper position shown in FIG. 11.
A maintenance inspector can readily determine if any of the energy absorbing elements 22 has been compressed excessively simply by looking for indicators 122 in the extended position. This can be done at a considerable distance, and does not require close inspection.
Of course, many alternatives to the indicator 122 are possible. For example, the spring does not have to be a separate element, and the desired biasing force can be obtained by bending of the indicator 122 itself. Furthermore, the zone of increased compressibility can be formed with many geometries, and corrugations are not always required. If desired, the retainer 130 can engage the indicator 122 along the side rather than the end of the indicator 122. Furthermore, the indicator can move between the first and second positions with translational rather than pivoting movements.
From the foregoing detailed description it should be apparent that an improved crash cushion has been described. The central guide rail reduces vehicle snagging and simplifies installation while providing excellent rigidity against lateral movement and controlled axial collapse. The improved diaphragm assembly utilizes recessed legs that again reduce vehicle snagging. These assemblies are rigid, and are designed to lock against the guide rail in a lateral impact. The improved fender panels are stronger, with an improved cross-sectional shape that increases pull out resistance and enhances a controlled axial collapse. The tapered trailing edge further reduces vehicle snagging in a wrong-way collision. The energy absorbing element indicator indicates remotely to a maintenance inspector that the element has been compressed and possibly damaged, and is therefore in need of replacement.
Of course, it should be understood that a wide range of changes and modifications can be made to the preferred embodiment described above. It is therefore intended that the foregoing detailed description be considered as illustrative and not as limiting. It is the following claims, including all equivalents, that are intended to define the scope of this invention.
Machado, John V., Oberth, Michael H.
Patent | Priority | Assignee | Title |
11970826, | Jun 05 2020 | VALTIR, LLC | Crash cushion |
8844688, | Oct 30 2008 | GRANT PRIDECO, INC | Mouse hole damper device |
9303468, | Nov 02 2010 | GRANT PRIDECO, INC | Drilling system and a device for assembling and disassembling pipe stands |
ER1895, |
Patent | Priority | Assignee | Title |
3661359, | |||
3674115, | |||
3845936, | |||
3944187, | Sep 13 1974 | ENERGY ABSORPTION SYSTEMS, INC | Roadway impact attenuator |
3982734, | Jun 30 1975 | ENERGY ABSORPTION SYSTEMS, INC | Impact barrier and restraint |
4321989, | Jan 22 1980 | Meinco Mfg. Co. | Energy absorbing impact barrier |
4452431, | May 19 1982 | Energy Absorption Systems, Inc. | Restorable fender panel |
4460161, | Mar 02 1983 | Guard rail and reflective strip | |
4583716, | May 19 1982 | Energy Absorption Systems, Inc. | Universal anchor assembly for impact attenuation device |
4607824, | Jan 11 1983 | Energy Absorption Systems, Inc. | Guardrail end terminal |
4674911, | Jun 13 1984 | Energy Absorption Systems, Inc. | Energy absorbing pneumatic crash cushion |
4681302, | Dec 02 1983 | ENERGY ABSORPTION SYSTEMS, INC ; HYDRO-BARRICADE PARTNERS | Energy absorbing barrier |
4815565, | Dec 15 1986 | Low maintenance crash cushion end treatment | |
4838523, | Jul 25 1988 | TRINITY INDUSTRIES, INC | Energy absorbing guard rail terminal |
4909661, | Nov 23 1987 | The Texas A&M University System | Advanced dynamic impact extension module |
5022782, | Nov 20 1989 | Energy Absorption Systems, Inc. | Vehicle crash barrier |
5054954, | Mar 16 1989 | International Barrier Corporation | Roadway barrier |
5112028, | Sep 04 1990 | Energy Absorption Systems, Inc. | Roadway impact attenuator |
5217318, | Aug 14 1991 | REGAL INTERNATIONAL, INC , | Low maintenance crash barrier for a road divider |
5286137, | Nov 22 1991 | Metalmeccanica Fracasso S.p.A. | Guardrail barrier |
5314261, | Feb 11 1993 | Energy Absorption Systems, Inc. | Vehicle crash cushion |
5403112, | Sep 08 1993 | Vanderbilt University | Crash impact attenuator constructed from high molecular weight/high density polyethylene |
5498100, | Oct 07 1994 | Retractable delineator system for suspension span & truss bridges | |
5547310, | Apr 18 1994 | Barrier construction for removably closing road passages | |
5660496, | Apr 19 1995 | Snoline S.p.A. | Modular construction road barrier suitable to gradually absorb the impact energy of vehicles |
5765811, | Mar 18 1997 | Guardrail terminal | |
5797592, | Jun 16 1997 | Energy Absorption Systems, Inc. | Roadside energy absorbing barrier with improved fender panel fastener |
5957435, | Jul 11 1997 | TRN, INC ; TRINITY INDUSTRIES, INC | Energy-absorbing guardrail end terminal and method |
DE3702794, | |||
DE3705485, | |||
DE3708861, | |||
DE3813706, | |||
DES2629507, | |||
EP286782, | |||
EP389081, | |||
SU1342964, | |||
WO9300480, |
Executed on | Assignor | Assignee | Conveyance | Frame | Reel | Doc |
Feb 24 2000 | Energy Absorption Systems, Inc. | (assignment on the face of the patent) | / | |||
Sep 10 2004 | ENERGY ABSORPTION SYSTEMS, INC | THE NORTHERN TRUST COMPANY | SECURITY AGREEMENT | 015870 | /0880 | |
Apr 20 2005 | ENERGY ABSORPTION SYSTEMS INC , PLEDGOR | LASALLE BANK NATIONAL ASSOCIATION | REAFFIRMATION AND AMENDMENT OF PATENT SECURITY AGREEMENT | 016116 | /0674 | |
Apr 20 2005 | THE NORTHERN TRUST COMPANY | LASALLE BANK NATIONAL ASSOCIATION | SECURITY AGREEMENT | 016116 | /0686 |
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