Guardrail beam with improved edge region and method of manufacture

• US 6,533,249 B2
• Filed: 01/02/2001
• Issued: 03/18/2003
• Est. Priority Date: 09/23/1999
• Status: Expired due to Term

• Current Assignee: ICON Engineering, Inc.
• Original Assignee: ICON Engineering, Inc.
• Inventors: Ochoa, Carlos M.
• Primary Examiner(s): Hartmann, Gary S.
• Application Number:
  US09/753,868
• Publication Number:
  US 20020021937A1
• Time in Patent Office: 805 Days
• Field of Search: 404/6, 256/13.1
• US Class Current: 256/13.1
• CPC Class Codes: E01F 15/0423 Details of rails E01F15/0415 takes precedence

Abstract

A guardrail beam for installation along a roadway is provided with a first or top edge region and a second or bottom edge region. A plurality of crowns may be disposed longitudinally along the guardrail beam between the first, top edge region and the second, bottom edge region. Each edge region preferably includes a first, edge flange and a second, slot flange with a plurality of splice bolt slots disposed therein. A radius between less than three-eighths of an inch and approximately one-sixteenth of an inch is preferably formed between each first, edge flange and adjacent second, slot flange. Also, each first, edge flange preferably extends at an angle between approximately twenty-five degrees and one hundred twenty-five degrees relative to the second, slot flange.

Claims

1. A guardrail beam for installation as part of a guardrail system extending along a roadway, comprising:

a first edge region and a second edge region with the second edge region spaced from and extending generally parallel with the first edge region;

a plurality of crowns disposed longitudinally along the guardrail beam between the first edge region and the second edge region;

each edge region defined in part by a respective first, edge flange and an adjacent second, slot flange;

each second, slot flange including a plurality of slots spaced longitudinally from each other and sized to allow splicing the guardrail beam with a standard metal W-beam;

a respective radius formed between each first, edge flange and the adjacent second, slot flange;

each radius having a value between less than three-eighths of an inch and one-sixteenth of an inch;

each first, edge flange extending from the adjacent second, slot flange at an angle having a value between approximately twenty-five degrees and one hundred twenty-five degrees; and

each first edge flange and the adjacent second, slot flange cooperating with each other to provide improved stabilization against crack growth originating near the respective slots and at other locations along the guardrail beam resulting from the combined effect of the respective radius and the associated angle.

2. The guardrail beam of claim 1, further comprising a plurality of post bolt slots disposed within the guardrail beam for attaching the guardrail beam to a plurality of support posts associated with a conventional guardrail system.

3. The guardrail beam of claim 1 further comprising the angle between each first, edge flange and the adjacent second, slot flange having a value of approximately thirty degrees.

4. The guardrail beam of claim 1, further comprising at least two crowns disposed between the first edge region and the second edge region.

5. The guardrail beam of claim 1, further comprising three crowns disposed between the first edge region and the second edge region.

6. The guardrail beam of claim 1, further comprising the radius having a value of approximately three-sixteenths of an inch.

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

the angle at each first, edge flange extending from the second, slot flange having a value between approximately thirty degrees and one hundred and twenty degrees; and

the value of each angle varying along the length of each edge region.

8. The guardrail beam of claim 1, further comprising a thickness having a value of t and each radius having a value equal to or less than approximately three times t.

9. A guardrail beam for installation as part of a guardrail system extending along a roadway, comprising:

a first edge region and a second edge region with the second edge region spaced from and extending generally parallel with the first edge region;

a plurality of crowns disposed longitudinally along the guardrail beam between the first edge region and the second edge region;

each edge region defined in part by a respective first, edge flange and an adjacent second, slot flange;

each second, slot flange including a plurality of splice bolt slots spaced longitudinally from each other and sized to allow splicing the guardrail beam with a standard heavy gauge metal W-beam;

a respective angle formed by each first, edge flange and the adjacent second, slot flange;

each angle having a value between approximately twenty-five degrees and one hundred twenty-five degrees;

strain hardened material disposed between each first, edge flange and the adjacent second, slot flange; and

the strain hardened material cooperating with the respective angle formed between each first, edge flange and the adjacent second, slot flange to form a barrier to growth of cracks from the splice bolt slots in the second, slot flange to the first, edge flange.

10. The guardrail beam of claim 11, further comprising three crowns disposed between the first edge region and the second edge region.

11. The guardrail beam of claim 9, further comprising each radius having a value of approximately three-sixteenth of an inch.

12. The guardrail beam of claim 9, further comprising each angle having a value of approximately thirty degrees.

13. The guardrail beam of claim 9, further comprising at least two crowns disposed between the first edge region and the second edge region.

14. The guardrail beam of claim 9, further comprising three crowns disposed between the first edge region and the second edge region.

15. The guardrail beam of claim 9, further comprising:

a respective radius formed between each, first edge flange and the adjacent second, slot flange; and

each radius having a value between less than three-eighths of an inch and approximately one-sixteenth of an inch.

16. The guardrail beam of claim 15, further comprising each radius having a value of approximately one-eighth of an inch.

17. The guardrail beam of claim 9, further comprising each angle having a value of approximately thirty degrees.

18. A guardrail beam for installation as part of a guardrail system, comprising:

first edge region and a second edge region with the second edge region spaced from and extending generally parallel with the first edge region;

at least two crowns extending longitudinally along the guardrail beam disposed between the first edge region and the second edge region;

each edge region defined in part by a respective first, edge flange and an adjacent second, slot flange;

each second, slot flange including a plurality of splice bolt slots disposed within the guardrail beam wherein the splice bolt slots allow splicing the guardrail beam with a standard heavy gauge metal W-beam;

a plurality of post bolt slots disposed within the guardrail beam for attaching the guardrail beam to respective support posts associated with a conventional guardrail system;

a respective radius formed between each first, edge flange and the adjacent second, edge flange;

each radius having a value of approximately three sixteenths of an inch;

each first, edge flange extending from the adjacent second, slot flange at an angle having a value of approximately thirty degrees;

the beam having a thickness with a value of t and each radius having a value equal to or less than three times t;

the first edge region and the second edge region having a respective radius formed between each first, edge flange and the adjacent second slot flange;

the respective angle and the respective radius of each edge region cooperating with each other to improve fracture resistance by providing better stabilization against crack growth near each splice bolt slot and other portions of the guardrail beam;

each first, edge flange extending from the adjacent second, slot flange at an angle having a value between approximately twenty-five degrees and one hundred twenty-five degrees; and

the first, edge flange and the adjacent second, slot flange of each edge region cooperating with each other to provide improved stabilization against crack growth originating near the slots and at other locations along the guardrail beam resulting from the combined effect of each radius and the associated angle.

19. A method for forming a guardrail beam for installation as a part of a guardrail system extending along a roadway, comprising:

forming a first edge region and a second edge region in a sheet of base material with the second edge region spaced from and extending generally parallel with the first edge region;

forming at least two crowns in the sheet of base material disposed between the first edge region and the second edge region with the crowns extending generally parallel with the first edge region and the second edge region;

forming each edge region with a respective first, edge flange and an adjacent second, slot flange with the second, slot flange extending generally parallel with the respective first, edge flange;

forming a plurality of slots in each second, slot flange with the slots spaced longitudinally from each other and sized to allow splicing the guardrail beam with a standard metal W-beam;

forming a respective radius between each first, edge flange and the adjacent second, slot flange with each radius having a value which is equal to or less than approximately three and one-half times the thickness (t) of the sheet of base material;

forming an angle between each first, edge flange and the adjacent second, slot flange, with the angle having a value between approximately twenty-five degrees and one hundred twenty-five degrees;

selecting the value of each radius and the value of the associated angle to enhance fracture resistance of the guardrail beam and provide better stabilization against crack growth near each slot; and

forming work hardened material between each first, edge flange and the adjacent second, slot flange during formation of the associated radius.

20. The method of claim 19 further comprising forming an angle, between each first, edge flange and the adjacent second, slot flange, with a value of approximately thirty degrees.

21. The method of claim 19 further comprising forming the respective radius between each first, edge flange and the adjacent second, slot flange with the value between less than three-eights of an inch and approximately one-sixteenth of an inch.

22. The method of claim 19 further comprising the radius formed between each first edge flange and the adjacent second slot flange having a value of approximately one-eighth of an inch.

23. The method of claim 19 further comprising roll forming the guardrail beam.

24. The method of claim 19 further comprising the sheet of base material formed from steel alloys used to form standard heavy gauge metal W-beams.