IP Library Granted Patent US 9,139,968
Granted Patent B2
US 9,139,968 · App. 13/426,027 · Granted Sep 22, 2015

Energy absorption apparatus

Inventor: Dallas Rex James (Auckland, NZ)
Assignee: Valmont Highway Technology Limited
E01F15/143E01F15/0423Y10T29/49826
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Quick Facts
Patent No.
US 9,139,968
App. No.
13/426,027
Granted
Sep 22, 2015
Kind
B2
Abstract

A guardrail or other energy absorbing apparatus includes a plurality of terminal end rails extending longitudinally extend between a plurality of support posts, wherein a first four of said plurality of rails (labelled 1 - 4 below) situated at a terminal end of a guardrail, or impact end of an energy absorbing apparatus; are connected to one another at respective downstream and upstream ends via: an impact slider assembly joined to a downstream portion of terminal rail 1 , and surrounding a downstream portion of terminal rail 1 and an upstream portion of an adjacent rail 2 ; a first set of frangible bolts which are the sole bolts connecting rail 2 and adjacent rail 3 together; and a second set of frangible bolts which connect rail 3 and adjacent rail 4 together, wherein at least one standard post bolt connects the rails 3 and 4 to a post at this joint.

Claims (13)

1. A guardrail which includes a plurality of terminal end rails which longitudinally extend between a plurality of support posts wherein a first four rails of the plurality of rails, situated at a terminal end of a guardrail connected to an impact head, are telescopically connected to one another at respective downstream and upstream ends thereof, the guardrail comprising:

an impact slider joined to a downstream portion of a terminal rail, the impact slider surrounding the downstream portion of the terminal rail and an upstream portion of an adjacent second rail and being laterally supported by a first support post;

a first set of frangible shear bolts which are the sole bolts connecting a downstream portion of the second rail and an upstream portion of an adjacent third rail together, the second and third rails being laterally supported by a second support post without being bolted thereto; and

a second set of frangible shear bolts which connect a downstream portion of the third rail and an upstream portion of an adjacent fourth rail together, wherein at least one standard post bolt connects the third and fourth rails to a third support post, wherein said standard post bolt increases the relative strength of the connection of the third and fourth rails compared to the connection of the second and third rails;

wherein when the impact head is impacted by a vehicle, the impact slider allows the terminal rail and second rail to telescope relative to each other, and subsequently the first set of frangible shear bolts fail before the second set of frangible shear bolts such that the second and third rails telescope relative to one another prior to telescoping of the third and fourth rails.

2. The guardrail which has a plurality of terminal end rails as claimed in claim 1 , wherein at least one standard post bolt connects a middle portion of each rail to a support post.

3. The guardrail which has a plurality of terminal end rails as claimed in claim 1 , wherein the shear bolts include a notch which radially circumscribes at least a portion of each said bolt proximate a head thereon to create a region of weakness.

4. A method of controlling the telescoping of a guardrail which includes a plurality of terminal end rails which longitudinally extend between a plurality of support posts, the method comprising the steps of:

telescopically connecting a first four rails of the plurality of rails, situated at a terminal end of a guardrail connected to an impact head, to one another at respective downstream and upstream ends thereof via:

an impact slider between a terminal rail and an adjacent second rail, the impact slider surrounding a downstream portion of the terminal rail and an upstream portion of the second rail and being laterally supported by a first support post;

a first set of frangible shear bolts which alone connect a downstream portion of the second rail and an upstream portion of an adjacent third rail to one another, the second and third rails being laterally supported by a second support post without being bolted thereto; and

a second set of frangible shear bolts which connect a downstream portion of the third rail and an upstream portion of an adjacent fourth rail to one another and at least one standard post bolt also connecting the third and fourth rails to each other and to a third support post, wherein said standard post bolt increases the relative strength of the connection of the third and fourth rails compared to the connection of the second and third rails:

wherein when the impact head is impacted by a vehicle, the impact slider allows the terminal rail and second rail to telescope relative to each other, and subsequently the first set of frangible shear bolts fail before the second set of frangible shear bolts such that the second and third rails telescope relative to one another prior to telescoping of the third and fourth rails.

Assignments (3)
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 Jun 1, 2012
From: JAMES, DALLAS REX
To: AXIP LIMITED; JAMES, DALLAS REX
Reel/Frame 028306/0277 →
Priority Claims (1)
NZ 591857 · Mar 22, 2011 · national
Continuity (1)
Related Publication 20120241702A1 · Sep 27, 2012