A vehicle impact attenuator includes a rail and at least one guide member moveable along the rail. At least a portion of the guide member is rotatable relative to the rail about a vertical axis by at least ±10° without binding the guide member against the rail. At least one energy absorbing element is located adjacent said guide member. A method of attenuating the impact of a vehicle is also provided.
|
1. A vehicle impact attenuator comprising:
a rail comprising a side;
a plurality of transverse elements guided for sliding movement along the rail in a longitudinal direction, each transverse element loosely fitted to the rail such that each transverse element is free to twist about a vertical axis by at least ±10° without binding against the rail, and wherein each transverse element cooperates with said side of said rail such that each transverse element is restrained by said rail from being translated a substantial amount in a lateral direction relative thereto; and
a plurality of energy absorbing elements disposed between the transverse elements.
4. A vehicle impact attenuator comprising:
a rail comprising a side;
at least one guide member moveable along said rail in a longitudinal direction between at least a first position and a second position, wherein at least a portion of said guide member is rotatable relative to said rail about a vertical axis by at least ±10° without binding said guide member against said rail as said guide member is moved between at least said first and second positions, and wherein said at least one guide member cooperates with said side of said rail such that said at least one guide member is restrained from translating a substantial amount in a lateral direction relative thereto; and
at least one energy absorbing element located adjacent said guide member.
0. 29. A roadway crash cushion, comprising:
an array of collapsible cells, each cell having an arch in at least opposite portions of the cell;
a plurality of guides disposed between the collapsible cells and coupled to the arches on the opposite portions of the cells, wherein the cells extend laterally outwardly from the guides coupled thereto such that the cells are positioned to transfer a lateral impact load applied by a vehicle to the guides; and
wherein each guide is guided for sliding along a longitudinal rail member extending along a center longitudinal axis of the crash cushion as the collapsible cells collapse, and wherein each guide cooperates with a side of the rail member such that the guide is restrained by the rail member from being translated in a lateral direction relative thereto.
0. 37. A roadway crash cushion, comprising:
a collapsible, substantially self-restoring portion comprising a plurality of energy absorbing elements each comprising a camber and formed substantially of a resilient polymeric material;
a plurality of guides, each of said guides disposed between, and secured to the cambers of, an adjacent pair of energy absorbing elements, wherein the adjacent pairs of energy absorbing elements extend laterally outwardly from the respective guides such that the energy absorbing elements are positioned to transfer a lateral impact load applied by a vehicle to the guides; and
a longitudinal, ground-mounted rail member extending along a center axis of the crash cushion and having a side, wherein the guides cooperate with the side of the rail such that the guides are restrained by the rail from being translated in a lateral direction relative thereto.
16. A method of attenuating the impact of a vehicle comprising:
providing an impact attenuator comprising a rail having a side, at least one guide member moveably coupled to said rail, and at least one energy absorbing element located adjacent said guide member;
impacting said impact attenuator with said vehicle;
moving said guide member along said rail in a longitudinal direction in response to said impacting said impact attenuator with said vehicle; and
rotating at least a portion of said guide member relative to said rail about a vertical axis by at least 10° without binding said guide member against said rail as said guide member is moved along said rail in said longitudinal direction; and
engaging said side of said rail with said at least one guide member and thereby preventing said guide member from translating a substantial amount in a lateral direction relative to said rail.
0. 32. A roadway crash cushion, comprising:
a pair of diaphragms each extending transversely relative to a longitudinal axis along which the roadway crash cushion collapses, the pair of diaphragms moveable relative to each other during an axial impact along the longitudinal axis;
a pair of energy absorbing elements disposed between the pair of diaphragms, each of the energy absorbing elements having an arch, wherein the pair of energy absorbing elements extend laterally outwardly from the pair of diaphragms; and
wherein each diaphragm is guided for sliding along a longitudinal rail member extending along a center longitudinal axis of the crash cushion as the collapsible energy absorbing elements collapse, and wherein each diaphragm cooperates with a side of the rail member such that the diaphragm is restrained by the rail member from being translated in a lateral direction relative thereto.
2. The invention of
3. The invention of
5. The invention of
6. The invention of
7. The invention of
8. The invention of
9. The invention of
10. The invention of
11. The invention of
12. The invention of
13. The invention of
14. The invention of
15. The invention of
17. The method of
18. The method of
19. The method of
20. The method of
21. The method of
22. The method of
23. The method of
24. The method of
25. The method of
0. 30. The roadway crash cushion of claim 29, wherein the cells comprise an elastomeric material.
0. 31. The roadway crash cushion of claim 29, wherein the cells comprise a polyethylene material.
0. 33. The roadway crash cushion of claim 32 wherein the diaphragms each comprise a rectangular member.
0. 34. The roadway crash cushion of claim 32 wherein the energy absorbing elements each comprise an elastomeric material.
0. 35. The roadway crash cushion of claim 32, wherein the energy absorbing elements each comprise a polyethylene material.
0. 36. The roadway crash cushion of claim 32, wherein the energy absorbing elements flatten along the longitudinal axis when collapsing.
0. 38. The roadway crash cushion of claim 37, wherein the resilient polymeric material comprises polyethylene.
0. 39. The roadway crash cushion of claim 37, wherein the camber provides for the energy absorbing element to become elongated transverse to a longitudinal axis and flattened along the longitudinal axis.
0. 40. The roadway crash cushion of claim 37, wherein the guide comprises a laterally extending plate member disposed under an elevated surface of the rail.
0. 41. The roadway crash cushion of claim 37 wherein the guides are secured to the energy absorbing elements with bolts passing through holes in the energy absorbing elements.
|
The embodiment of
Of course, many changes and modifications can be made to the preferred embodiments described above. For example, when the elongated structure is implemented as a rail, two or more rails can be used rather than the single rail described above. The tubes 16 can be formed of a wide variety of materials, and may be non-circular in cross section (e.g. rectangular, oval, or triangular). The compression elements can be shaped either as frames or struts, as described above, or alternately as panels or other shapes designed to resist compression effectively. In some cases, a single compression element can be placed within each tube. In other cases, multiple compression elements may be placed within each tube, for example at varying heights.
Similarly, the guides described above can take many forms, including guides adapted to slide along a cable as well as guides adapted to slide along one or more rails. The guides may or may not include transverse elements, and if so the transverse elements may be shaped differently than those described above. For example, rigid panels may be substituted for the disclosed frames.
As another alternative, a separate guide may be provided for each tube rather than having a single transverse element to which multiple tubes are mounted. Also, there may be a smaller ratio of guides to tubes such that some of the tubes are coupled only indirectly to one or more guides (e.g. via intermediate tubes). In this alternative, two or more tubes that are spaced along the longitudinal axis of the array may have no guide therebetween.
The angle of the compression axes, the number of transverse elements 34 per system, the number of tubes per system, the location of the compression elements within the tubes, and the number of compression elements per tube may all be varied as appropriate for the particular application. Also, it is not essential that every tube include a compression element or that every tube be directly connected to a guide, and selective use of compression elements and/or guides with only some of the tubes is contemplated.
As used herein, the term “tube” is intended broadly to encompass tubes of any desired cross-section. Thus, a tube does not have to be circular in cross-section as in the illustrated embodiment.
The term “set” is used in its conventional way to indicate one or more.
The term “compression element” is intended to encompass a wide variety of structures that effectively resist compressive loads along a compression axis while allowing substantial compression transverse to the compression axis.
The foregoing detailed description has discussed only a few of the many forms that this invention can take. For this reason, this detailed description is intended by way of illustration, and not limitation. It is only the following claims, including all equivalents, that are intended to define the scope of this invention.
Patent | Priority | Assignee | Title |
10961675, | Dec 16 2016 | ROADBLOCK SOLUTIONS, INC | Traffic barrier and mounting assembly |
11913182, | Dec 09 2015 | Ohio University | Guardrail terminal barrier |
11970826, | Jun 05 2020 | VALTIR, LLC | Crash cushion |
8608232, | Mar 31 2010 | SGL Carbon SE | Crash protection element, its use and method for its manufacture |
ER1895, |
Patent | Priority | Assignee | Title |
2088087, | |||
3643924, | |||
3674115, | |||
3680662, | |||
3693940, | |||
3768781, | |||
3845936, | |||
3856268, | |||
3880404, | |||
3919380, | |||
3982734, | Jun 30 1975 | ENERGY ABSORPTION SYSTEMS, INC | Impact barrier and restraint |
4084914, | Jan 28 1977 | Self-erecting highway guide post | |
4190275, | Mar 16 1978 | Fibco Inc. | Impact attenuator |
4200310, | Jul 20 1978 | State of Connecticut | Energy absorbing system |
4307973, | Jan 23 1979 | Arbed S.A. | Road barrier |
4321989, | Jan 22 1980 | Meinco Mfg. Co. | Energy absorbing impact barrier |
4352484, | Sep 05 1980 | Energy Absorption Systems, Inc. | Shear action and compression energy absorber |
4399980, | Jun 24 1980 | Staat der Nederlanden | Obstacle protector means |
4407484, | Nov 16 1981 | Meinco Mfg. Co. | Impact energy absorber |
4452431, | May 19 1982 | Energy Absorption Systems, Inc. | Restorable fender panel |
4583716, | May 19 1982 | Energy Absorption Systems, Inc. | Universal anchor assembly for impact attenuation device |
4596489, | Sep 13 1984 | SAWBROOK STEEL CASTINGS COMPANY, THE | Traffic delineator |
4635981, | Oct 29 1984 | ENERGY ABSORPTION SYSTEMS, INC | Impact attenuating body |
4645375, | May 23 1985 | State of Connecticut | Stationary impact attenuation system |
4674911, | Jun 13 1984 | Energy Absorption Systems, Inc. | Energy absorbing pneumatic crash cushion |
4711481, | Oct 25 1985 | Energy Absorption Systems, Inc. | Vehicle impact attenuating device |
4723758, | Oct 09 1984 | ZEMALUX ESTABLISHMENT | Safety covering for guide rails |
4784515, | Jan 11 1983 | Energy Absorption Systems, Inc. | Collapsible highway barrier |
4815565, | Dec 15 1986 | Low maintenance crash cushion end treatment | |
4844213, | Sep 29 1987 | Energy absorption system | |
5011326, | Apr 30 1990 | State of Connecticut | Narrow stationary impact attenuation system |
5054954, | Mar 16 1989 | International Barrier Corporation | Roadway barrier |
5112028, | Sep 04 1990 | Energy Absorption Systems, Inc. | Roadway impact attenuator |
5125762, | Feb 07 1990 | C.R.A. Centro Ricerche Applicate S.p.A. | Shock energy dissipation traffic divider barrier |
5248129, | Aug 12 1992 | Energy Absorption Systems, Inc. | Energy absorbing roadside crash barrier |
5403112, | Sep 08 1993 | Vanderbilt University | Crash impact attenuator constructed from high molecular weight/high density polyethylene |
5403113, | Aug 12 1992 | Energy Absorption Systems, Inc. | Shear loading energy absorbing device |
5429449, | May 18 1994 | Rubber adaptor for highway guardrail | |
5483917, | Sep 29 1994 | Light reflecting traffic direction wand | |
5487619, | Jan 24 1995 | ROADBUOY, INC | Self-righting warning marker |
5607252, | Jun 16 1995 | Highway collision containment system | |
5718413, | Aug 13 1996 | Safety cushion | |
5733062, | Nov 13 1995 | ENERGY ABSORPTION SYSTEMS, INC | Highway crash cushion and components thereof |
5746419, | Oct 16 1996 | General Motors Corporation | Energy absorbing device |
5775675, | Apr 02 1997 | Safety By Design, Inc. | Sequential kinking guardrail terminal system |
5797592, | Jun 16 1997 | Energy Absorption Systems, Inc. | Roadside energy absorbing barrier with improved fender panel fastener |
5823584, | Oct 08 1996 | Vanderbilt University | Vehicle mounted crash impact attenuator |
5851005, | Apr 15 1997 | Energy absorption apparatus | |
5868521, | Nov 13 1995 | Energy Absorption Systems, Inc. | Highway crash cushion and components thereof |
5875875, | Nov 05 1996 | Shock isolator and absorber apparatus | |
5957435, | Jul 11 1997 | TRN, INC ; TRINITY INDUSTRIES, INC | Energy-absorbing guardrail end terminal and method |
6024341, | May 05 1997 | Traffix Devices, Inc. | Crash attenuator of compressible sections |
6076871, | Apr 19 1995 | Resilient buffer | |
6082926, | Jul 28 1998 | Texas A&M University System | Energy absorbant module |
6092959, | Nov 16 1998 | ENERGY ABSORPTION SYSTEMS, INC | Method for decelerating a vehicle, highway crash cushion, and energy absorbing element therefor |
6095716, | Feb 10 1994 | Traffix Devices, Inc. | Stackable vertical panel |
6116805, | May 05 1997 | GERTZ, DAVID C , LIVING TRUST; GERTZ, DAVID C LIVING TRUST | Crash attenuator with a row of compressible hoops |
6126144, | Mar 03 1997 | The Texas A&M University System | Barrel crash cushions |
6168346, | Jul 14 1997 | TRN, INC ; TRINITY INDUSTRIES, INC | Spacer for supporting a guard rail on a post |
6179516, | Jul 28 1998 | The Texas A&M University System | Pipe rack crash cushion |
6203079, | Nov 24 1997 | AMERICAN VEHICULAR SCIENCES LLC | Damped crash attenuator |
6220575, | Jan 18 1995 | TRN, INC ; TRINITY INDUSTRIES, INC | Anchor assembly for highway guardrail end terminal |
6276667, | Oct 15 1999 | Energy dissipating system for a concrete barrier | |
6293727, | Jun 05 1997 | Exodyne Technologies, Inc. | Energy absorbing system for fixed roadside hazards |
6308809, | May 07 1999 | Safety By Design Company | Crash attenuation system |
6340268, | Apr 06 1999 | Impact attenuating barrier wall | |
6375385, | Oct 15 1998 | Flexible support | |
6427983, | Oct 12 2000 | Energy Absorption Systems, Inc. | Self-restoring highway crash attenuator |
6461076, | Jan 03 2001 | Energy Absorption Systems, Inc. | Vehicle impact attenuator |
6533250, | Oct 15 1999 | Energy dissipating system for a concrete roadway barrier | |
6536985, | Jun 05 1997 | Exodyne Technologies, Inc. | Energy absorbing system for fixed roadside hazards |
6551010, | Sep 28 1999 | Trelleborg Industri AB | Energy absorbing impact system |
6554529, | Mar 05 2001 | Energy Absorption Systems, Inc. | Energy-absorbing assembly for roadside impact attenuator |
6637971, | Nov 01 2001 | Worcester Polytechnic Institute | Reusable high molecular weight/high density polyethylene guardrail |
6863467, | Feb 27 2002 | ENERGY ABSORPTION SYSTEMS, INC | Crash cushion with deflector skin |
20030168650, | |||
20050084328, | |||
DE3106694, | |||
DE3809470, | |||
WO9323626, |
Executed on | Assignor | Assignee | Conveyance | Frame | Reel | Doc |
Aug 31 2004 | Energy Absorption Systems, Inc. | (assignment on the face of the patent) | / |
Date | Maintenance Fee Events |
Jan 13 2015 | M1553: Payment of Maintenance Fee, 12th Year, Large Entity. |
Date | Maintenance Schedule |
Jan 15 2016 | 4 years fee payment window open |
Jul 15 2016 | 6 months grace period start (w surcharge) |
Jan 15 2017 | patent expiry (for year 4) |
Jan 15 2019 | 2 years to revive unintentionally abandoned end. (for year 4) |
Jan 15 2020 | 8 years fee payment window open |
Jul 15 2020 | 6 months grace period start (w surcharge) |
Jan 15 2021 | patent expiry (for year 8) |
Jan 15 2023 | 2 years to revive unintentionally abandoned end. (for year 8) |
Jan 15 2024 | 12 years fee payment window open |
Jul 15 2024 | 6 months grace period start (w surcharge) |
Jan 15 2025 | patent expiry (for year 12) |
Jan 15 2027 | 2 years to revive unintentionally abandoned end. (for year 12) |