Guardrail beam with enhanced stability

• US 6,290,427 B1
• Filed: 09/23/1999
• Issued: 09/18/2001
• Est. Priority Date: 02/16/1999
• Status: Expired due to Term

• Current Assignee: ICON Engineering, Inc.
• Original Assignee: ICON Engineering, Inc.
• Inventors: Ochoa, Carlos M.
• Primary Examiner(s): Shackelford, H.
• Assistant Examiner(s): Hartmann, Gary S.
• Application Number:
  US09/405,434
• Time in Patent Office: 726 Days
• Field of Search: 404/6, 404/9, 256/13.1
• US Class Current: 404/6
• CPC Class Codes: E01F 15/0423 Details of rails E01F15/0415 takes precedence

Abstract

A guardrail beam for installation along a roadway includes a top edge and a bottom edge. A plurality of crowns may be disposed longitudinally along the guardrail beam between the top edge and the bottom edge. A first fold may be disposed upon the top edge and a second fold may be disposed upon the bottom edge. One or more fluted beads are disposed longitudinally along at least one crown. The guardrail beam may also include hemmed portions at the top edge and/or bottom edge at the downstream ends of the guardrail beam.

Claims

1. A guardrail beam for installation along a roadway, comprising:

a top edge;

a bottom edge;

a plurality of crowns disposed longitudinally along the guardrail beam between the top edge and the bottom edge;

the crowns corresponding with the configuration of a conventional W-beam guardrail;

a plurality of fluted beads disposed longitudinally along at least one crown;

a plurality of splice bolt slots formed in the guardrail beam;

a plurality of post bolt slots formed in the guardrail beam for attaching the guardrail beam to a plurality of support posts;

a first fold disposed longitudinally along the top edge;

a second fold disposed longitudinally along the bottom edge; and

the first fold and the second fold cooperating with each other to more uniformly distribute loads applied to the guardrail at the splice bolt slots and the post bolt slots and to minimize buckling during a crash event.

2. The guardrail beam of claim 1, further comprising a plurality of weep holes disposed within the second fold.

3. The guardrail beam of claim 1, further comprising:

an upstream end;

a downstream end spaced longitudinally from the upstream end;

an intermediate portion disposed between the upstream end and the downstream end, wherein the first and second folds form generally tubular first and second curls within the upstream and intermediate portion; and

the first and second folds form first and second hemmed portions at the downstream end.

4. The guardrail beam of claim 3, further comprising:

an interior diameter associated with each of the first and second curls;

the guardrail beam comprising sheet metal having a generally uniform thickness; and

the ratio of the interior diameter to the thickness approximately equal to or less than ten.

5. The guardrail beam of claim 4, wherein the interior diameter is approximately within the range of 0.5 to 0.75 inches.

6. The guardrail beam of claim 3, wherein a circumference associated with each of the first and second curls is approximately within the range of 200 to 270 degrees.

7. The guardrail beam of claim 3, further comprising a curl flange forming a transition between an upper face of the guardrail beam and the first curl and an angle formed between the curl flange and the upper face approximately equal to or greater than twenty five degrees.

8. The guardrail beam of claim 3, wherein the first and second hemmed portions extend approximately thirteen inches longitudinally along the downstream end of the guardrail beam.

9. The guardrail beam of claim 8, wherein edges associated with the first and second hemmed portions are chamfered.

10. The guardrail beam of claim 1, further comprising the splice bolt slots configured to allow the guardrail beam to be installed as part of a conventional W-beam guardrail system.

11. The guardrail beam of claim 1, further comprising:

a rear face; and

the first and second folds turn toward the rear face.

12. The guardrail beam of claim 1, further comprising:

a front face; and

the first and second folds turn toward the front face.

13. A guardrail beam for installation along a roadway, comprising:

a top edge;

a bottom edge;

at least one crown disposed longitudinally along the guardrail beam between the top edge and the bottom edge;

at least three fluted beads disposed longitudinally along the at least one crown; and

a first fold disposed longitudinally along the top edge.

14. A guardrail beam for installation along a roadway, comprising:

a top edge and a bottom edge;

an upstream end and a downstream end spaced longitudinally from the upstream end;

at least two crowns disposed longitudinally along the guardrail beam between the top edge and the bottom edge;

at least three fluted beads disposed longitudinally along each crown;

a first tubular curl disposed on the top edge at the upstream end and second tubular curl disposed on the bottom edge at the upstream end;

a first hem portion disposed on the top edge at the downstream end and a second hemmed portion disposed on the bottom edge at the downstream end;

a curl flange forming a transition between an upper face of the guardrail beam and the first tubular curl; and

an angle formed between the curl flange and the upper face approximately equal to or greater than twenty-five degrees.

15. A guardrail beam for installation along a roadway, comprising:

a top edge;

a bottom edge;

at least one crown disposed longitudinally along the guardrail beam between the top edge and the bottom edge; and

at least one fluted bead formed in and disposed longitudinally along the at least one crown.

16. The guardrail beam of claim 15, further comprising a first fold disposed along the top edge, and a second fold disposed along the bottom edge which cooperate with the at least one fluted bead to minimize buckling of the guardrail beam.

17. The guardrail beam of claim 16 wherein at least a portion of the first and second folds form first and second hemmed portions.

18. The guardrail beam of claim 16 wherein at least a portion of the first and second folds form first and second tubular curls.

19. The guardrail beam of claim 15 further comprising:

an upstream end;

a downstream end spaced longitudinally from the upstream end;

an intermediate portion disposed between the upstream end and the downstream end;

a first tubular curl disposed along the top edge at the upstream end and the intermediate portion;

a second tubular curl disposed along the bottom edge at the upstream end and the intermediate portion;

a first hemmed portion disposed on the top edge at the downstream end; and

a second hemmed portion disposed on the bottom edge at the downstream end.

20. A guardrail beam for installation along a roadway, comprising:

a top edge;

a bottom edge;

at least one crown disposed longitudinally along the guardrail beam between the top edge and the bottom edge;

at least three fluted beads disposed longitudinally along the at least one crown; and

a first fold disposed longitudinally along the bottom edge.