IP Library Granted Patent US 8,177,194
Granted Patent B2
US 8,177,194 · App. 12/132,958 · Granted May 15, 2012

Frangible post for guardrail

Assignee: Axip Limited
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Quick Facts
Patent No.
US 8,177,194
App. No.
12/132,958
Granted
May 15, 2012
Kind
B2
Abstract

This invention relates to guardrails and guardrail impact heads for use in roading networks or vehicle road lanes requiring separation by a barrier. The invention provides an impact head for a guardrail including cable routing means adapted to form a convoluted path through which a cable can be threaded. The convoluted path that the cables must follow through the impact head of the invention restricts movement of the cable through the head, thereby providing sufficient friction to slow down the movement of the impact head during a vehicle impact. The invention also provides a method of constructing a guardrail including the steps of slidably interconnecting a plurality of rails and attaching them to posts, positioning an impact head according to any one of the preceding claims at one end of the slidably interconnected rails, threading at least one cable through the impact head and anchoring the cable to the ground.

Claims (30)

1. A frangible post for a guardrail, wherein the post is of a single piece construction and comprises:

at least two first post members which, in use, are vertically oriented, and which define first and second parallel planes; and

a second post member which has an outer surface defining a third plane which connects the first two post members to one another,

wherein the first and second vertical planes of the first post members, are substantially orthogonal to the third vertical plane of the second member, wherein in use the post is positioned so the first and second vertical planes of the first post members are substantially parallel to the direction of traffic flowing past the guardrail,

wherein said first post members have a region of weakness defined by a notch formed solely in each vertical edge of said first post members on the periphery of said first and second vertical planes such that the region of weakness bisects said first post members in a horizontal plane substantially orthogonal to both the first, second, and third planes spanning between said notches.

2. A frangible post for a guardrail as claimed in claim 1 , wherein the first and second post members are integral or welded together.

3. A frangible post for a guardrail as claimed in claim 1 , wherein said two first post members are homogeneously constructed to be connected to said second post member in an I-beam configuration.

4. A frangible post for a guardrail as claimed in claim 1 , wherein the region of weakness is located near or at ground level, while the post is in use.

5. A frangible post for a guardrail as claimed in claim 1 , wherein the frangible post retains tensile strength upon an impact at a substantially perpendicular angle to the guardrail.

6. A frangible post for a guardrail as claimed in claim 1 , wherein the frangible post structurally fails upon an impact that is directed substantially inline with the longitudinal axis of the guardrail.

7. A frangible post for a guardrail as claimed in claim 1 , wherein each said notch is wedge-shaped defining a point, and said region of weakness is a line defined between said points.

8. A frangible post for a guardrail as claimed in claim 1 , wherein said region of weakness remains homogeneous with each said first member until receipt of a shock impact sufficient to fracture said first member in said region between said notches.

9. A guardrail including a post as claimed in claim 1 .

10. A guardrail as claimed in claim 9 , wherein the first and second post members are integral or welded together.

11. A guardrail as claimed in claim 9 , wherein said two first post members are homogeneously constructed to be connected to said second post member in an I-beam configuration.

12. A guardrail as claimed in claim 9 , wherein the region of weakness is located near or at ground level, while the post is in use.

13. A guardrail as claimed in claim 9 , wherein the frangible post retains tensile strength upon an impact at a substantially perpendicular angle to said guardrail.

14. A guardrail as claimed in claim 9 , wherein the frangible post structurally fails upon an impact that is directed substantially inline with the longitudinal axis of said guardrail.

15. A guardrail as claimed in claim 9 , wherein each said notch is wedge-shaped defining a point, and said region of weakness is a line defined between said points.

16. A guardrail as claimed in claim 9 , wherein each said notch is generally V-shaped and generally recessed from said outer surface of said corresponding first post member.

17. A guardrail as claimed in claim 16 , wherein said notch is positioned such that a tip of said V-shaped notch is recessed further than a wide-end opening of said V-shaped notch.

18. A frangible post as claimed in claim 1 , wherein each said notch is generally V-shaped and generally recessed from said outer surface of said corresponding first post member.

19. A frangible post as claimed in claim 1 , wherein said notch is positioned such that a tip of said V-shaped notch is recessed further than a wide-end opening of said V-shaped notch.

20. A guardrail having a plurality of frangible posts supporting a railing extending in a direction that is parallel to a flow of traffic thereby, each post comprising:

a first vertical planar post member having two opposite vertical faces that are orthogonal to the first direction, each of said two opposite vertical faces of said first member having a V-shaped notch extending horizontally there across;

a second vertical planar post member having a first and second vertical slide opposite one another, the second member orthogonally connected by the first vertical side to a vertical midline of the first member, the second member being free of V-shaped notches;

a third vertical planar post member having two opposite vertical faces that are orthogonal to the first direction, each of said two opposite vertical faces of said second member having a V-shaped notch extending horizontally there across, the second member orthogonally connected by the second vertical side to a vertical midline of the third member, such that the first, second, and third members form an I-beam of unitary one-piece construction; and

whereby the four V-shaped notches lie in a common horizontal plane to define a region of weakness that causes failure of the first and second members when impacted by an automobile.

21. A guardrail as claimed in claim 20 , wherein the post members are welded together.

22. A guardrail as claimed in claim 20 , wherein said notch is positioned such that a tip of said V-shaped notch is recessed further than a wide-end opening of said V-shaped notch.

Assignments (4)
CHANGE OF ADDRESS Recorded Feb 26, 2014
From: VALMONT HIGHWAY TECHNOLOGY LIMITED
To: VALMONT HIGHWAY TECHNOLOGY LIMITED
Reel/Frame 032334/0559 →
CHANGE OF NAME Recorded Feb 13, 2014
From: AXIP LIMITED
To: VALMONT HIGHWAY TECHNOLOGY LIMITED
Reel/Frame 032263/0871 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Apr 12, 2011
From: ARMORFLEX LIMITED
To: AXIP LIMITED
Reel/Frame 026117/0541 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Mar 25, 2011
From: JAMES, DALLAS
To: ARMORFLEX LIMITED
Reel/Frame 026024/0047 →
Priority Claims (2)
NZ 528396 · Sep 22, 2003 · national
NZ 534826 · Aug 20, 2004 · national
Continuity (2)
Division 10572722 · Nov 6, 2006
Related Publication 20080283808A1 · Nov 20, 2008