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Inventors
Alberson, Dean C.
Bullard, Jr., D. Lance
Buth, C. Eugene
Bligh, Roger P.
Application #
308296
Filed
Dec-2-2002
Published
Jun-7-2005
Current US Class
256/13.1 404/10 404/6 404/9
International Classes
E01F 015//00
Field of Search
256/1 256/131 404/6 404/9 404/10
Assignee
The Texas A&M University System (College Station, TX)
Examiners
Stodola; Daniel P.
Attorney, Agent or Firm
Baker Botts L.L.P.
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Load concentrated... |
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Safety break-away... |
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Multi-bladed uprig... |
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Shock absorber an... |
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Contrasting marker... |
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Hinge plate for roa... |
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Impact attenuator |
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Energy absorbing... |
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Sign post couplings |
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Collapsible structur... |
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Collapsible support... |
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Guard rail |
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Guard rail constru... |
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Microballistic printer |
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Shear action and c... |
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Coupling of a tube... |
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Breakaway timber... |
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Restorable fender... |
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Couplings for sign... |
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Universal anchor a... |
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| 4607824 |
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Guardrail end ter... |
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| 4645375 |
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Stationary impact a... |
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| 4646489 |
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Plastic fence post b... |
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| 4655434 |
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Energy absorbing... |
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| 4674911 |
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Energy absorbing... |
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Eccentric loader g... |
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Self-righting highw... |
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Collapsible highwa... |
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Low maintenance c... |
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| 4838523 |
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Energy absorbing... |
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| 4852847 |
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Releasable mailbo... |
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| 4923319 |
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Breakaway connector |
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| 4926592 |
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Breakaway sign po... |
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| 4928446 |
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Break-away sign p... |
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| 4928928 |
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Guardrail extruder... |
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| 4986687 |
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AD-IV breakaway s... |
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| 5011326 |
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Narrow stationary i... |
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| 5022782 |
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Vehicle crash barrier |
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| 5054954 |
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Roadway barrier |
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| 5069576 |
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Road safety barrier |
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| 5078366 |
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Guardrail extruder... |
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| 5112028 |
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Roadway impact at... |
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| 5203543 |
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Guardrail support... |
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| 5214886 |
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Breakaway connect... |
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| 5244101 |
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Stainless-steel bicyc... |
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| 5248129 |
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Energy absorbing r... |
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| 5286137 |
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Guardrail barrier |
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| 5391016 |
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Metal beam rail ter... |
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| 5403112 |
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Crash impact atten... |
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| 5407298 |
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Slotted rail terminal |
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| 5481835 |
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Breakaway base a... |
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Restorable breaka... |
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| 5503495 |
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Thrie-beam termin... |
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| 5547309 |
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Thrie-beam termin... |
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| 5647520 |
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Bicycle lock bracke... |
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Metallic guardrail... |
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Composite guardra... |
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| 5664905 |
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Fence |
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| 5733062 |
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Highway crash cus... |
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Energy absorbing... |
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| 5765811 |
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Guardrail terminal |
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| 5775675 |
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Sequential kinking... |
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Guardrail with imp... |
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Roadside energy a... |
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Vehicle mounted cr... |
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U-lock keyway prot... |
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Energy absorption... |
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Breakaway connect... |
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Foundation sleeve f... |
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Reverse twist turne... |
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Energy-absorbing... |
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Stake cross arm for... |
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Breakaway steel gu... |
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| 5992828 |
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Electric fencing sys... |
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| 6007269 |
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Offset block and su... |
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| 6022003 |
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Guardrail cutting t... |
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| 6065894 |
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Breakaway post co... |
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| 6092959 |
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Method for deceler... |
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| 6109597 |
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Anchor cable relea... |
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Crash attenuator wi... |
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Guardrail end ter... |
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Spacer for supporti... |
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Damped crash atte... |
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Breakaway bracket... |
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Anchor assembly f... |
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Controlled bucklin... |
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Energy absorbing... |
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Guardrail system |
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Mortise and tenon j... |
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Guardrail beam wi... |
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Anchor assembly f... |
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Crash attenuation s... |
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Impact attenuating... |
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| 6347904 |
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Fly clamp for reinf... |
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| 6398192 |
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Breakaway support... |
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| 6409156 |
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Breakaway bracket |
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| 6416041 |
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Guardrail system |
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| 6435761 |
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Slot guard for slotte... |
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| 6461076 |
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Vehicle impact atte... |
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Breakaway support... |
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Highway guardrail... |
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| 6609343 |
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Open-web-joist load... |
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Reusable high mol... |
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Roadway guardrai... |
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Referenced by:
View Backward References
Other References
Notification of International PCT Search Report for International Patent Application No. PCT/US03/02998 filed Jan. 30, 2003 (7 pages), May 28, 2003. U.S. Appl. No. 09/679,902, filed Oct. 5, 2000, Ross et al., entitled: Improved Guardrail Terminals, status is pending. "INFORMATION: Report 350 Acceptance of New York 3-Strand Cable Terminal", Memorandum No. HMHS-CC63 from Dwight A. Horne, Director, Office Highway Safety Infrastructure, U.S. Department of Transportation, Federal Highway Administration, to Resource Center Directors, Division Administrators and Federal Lands Highway Division Engineers, 2 pages Memorandum and 3 pages of Attachments (Feb. 14, 2000). PCT Written Opinion for International Application No. PCT/US03/15002, filed May 13, 2003, Apr. 28, 2004. "Road Restraint Systems— Part 4: Barrier Systems . . . ", European Standard, Draft, PrEN 1317-4, Jun. 17-18th, 1999, European Committee for Standardisation, Doc No: 226/WG1/TG1/041, Contral Secretariat: rue de Stassart 36, B 6 1050 Brussels. "Road Restraint Systems— Part 4: Performance Classes . . . ", British Standard, Oct. 18, 2002, © BSI, ENV 1317-4:2001 (E). "Recommended Procedures for the Safety Performance Evaluation of Highway Features", NCHRP Report 350, National Cooperative Highway Research Program, Transportation Research Board. International Preliminary Examination Report for PCT/US99/30463, Apr. 24, 2001. International Preliminary Examination Report for PCT/US98/09029, Jul. 12, 2000. International Search Report for PCT/US99/30463, Apr. 28, 2000. International Search Report for PCT/US98/09029, Sep. 1, 1998. Written Opinion for PCT/US99/30463, Nov. 22, 2000. Written Opinion for PCT/US98/09029, Mar. 29, 2000. ET-2000 The Future of Highway Safety— SYRO (Printed in Dec. 1990; revised Oct. 1992). Bronstad, et al., Modified Breakaway Cable Terminals for Guardrails and Median Barriers, Research Results Digest, NCHRP, Transportation Research Board, Digest 12, May 1978. Breakaway Metal Post for Highway Guardrail End Treatments U.S. Appl. No. 09/074,496, filed May 7, 1998, James R. Albritton. Breakaway Support Post for Highway Guardrail End Treatments U.S. Appl. No. 09/358,017, filed Jul. 19, 1999, James R. Albritton. U.S. Appl. No. 09/943,727, filed Aug. 31, 2001, by Bligh et al., and entitled ET-PLUS: Head Assembly for Guardrail Extruder Terminal. PCT International Search Report in International Application No. PCT/US 02/38385, dated Mar. 20, 2003, 6 pages. Notification of Transmittal of The International Search Report, PCT application No. PCT/US03/15002, date of mailing Aug. 14, 2003 referencing the above cited art. "BEAT Box Beam Bursting Energy Absorbing Terminal", RSI Road Systems, Inc., http://www.roadsystems.com/beat.htm.
Citation
Cite This Patent
More From Subclass 13.1
More From Class 256
|
Abstract
A guardrail support post includes a continuous structural member having a top edge, a bottom edge, and a generally uniform cross section from the top edge to the bottom edge. The structural member includes first and second generally parallel flanges, and a web forming a coupling between, and extending generally perpendicular to the first and second flanges. The structural member includes a lower portion for installing below grade adjacent a roadway, and an upper portion configured to be coupled with a guardrail beam. A mid portion of the structural member is disposed between the upper portion and the lower portion. In accordance with a particular embodiment of the present invention, the first and second flanges include first and second cutouts, respectively, that occur within the mid portion. The cutouts are operable to weaken the structural member about an axis generally perpendicular to the flanges without substantially weakening the structural member about an axis generally parallel to the flanges.
Claims
1. A guardrail support post, comprising:
a continuous structural member having a top edge, a bottom edge, and a generally uniform continuous cross section extending from the top edge to the bottom edge, the structural member including first and second generally parallel flanges, and a web forming a coupling between, and extending generally perpendicular to the first and second flanges;
the structural member having a lower portion installed below grade adjacent a roadway, an upper portion directly coupled with a guardrail beam, and a mid portion between the upper portion and the lower portion;
wherein the first and second flanges include first and second cutouts, respectively, that occur within the mid portion; wherein each of the cutouts are spaced from respective outer edges of the first and second flanges approximately at grade; and
wherein each of the first and second cutouts include a vertical dimension and a horizontal dimension, a ratio of the vertical dimension to the horizontal dimension approximately equal to or less than two.
2. The guardrail support post of claim 1, wherein the cutouts comprise generally circular cutouts.
3. The guardrail support post of claim 2, wherein the generally circular cutouts each include a diameter of approximately twenty-one millimeters.
4. The guardrail support post of claim 2, wherein the generally circular cutouts each include a diameter of approximately 13 millimeters.
5. The guardrail support post of claim 1, wherein the structural member comprises a W8×10 wide flange.
6. The guardrail support post of claim 5, wherein each of the cutouts are spaced approximately twenty millimeters from respective outer edges of the first and second flanges.
7. The guardrail support post of claim 5, wherein the cutouts are spaced approximately seven hundred and twenty-seven millimeters from the top edge of the structural member.
8. The guardrail support post of claim 5, wherein the upper portion of the structural member further comprises a plurality of bolt holes configured to receive fasteners for coupling the guardrail beam with the structural member.
9. The guardrail support post of claim 8, wherein the bolt holes are spaced approximately five hundred and fifty millimeters from the cutouts.
10. The guardrail support post of claim 1, wherein the structural member comprises a W6×9 wide flange.
11. The guardrail support post of claim 10, wherein each of the cutouts are spaced approximately twenty millimeters from respective outer edges of the first and second flanges.
12. The guardrail support post of claim 10, wherein the cutouts are spaced approximately seven hundred and twenty-five millimeters from the top edge of the structural member.
13. The guardrail support post of claim 10, wherein the structural member further comprises a plurality of bolt holes configured to receive fasteners for coupling the guardrail beam with the structural member, and whe |