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US4638979A Expired / Lapsed US ⏱️ 0.0 years remaining

Vehicle crash barriers

Assignee: Individual
•
Filing: 1985-03-29
•
Granted: 1987-01-27
•
Expires: 2005-03-29
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Abstract

Abstract A vehicle crash barrier is designed to provide a progressively increasing resistance to impact. In one embodiment a rail (12) is mounted on upright posts (10) by means of dual connecting elements (13,14) the rear elements (13) being of rectangular box section and relatively stiff while the front elements (14) are of hexagonal cross-section and therefore more easily deformed. Some of the web pairs (16A,16B) of the hexagonal section are inclined to the direction of thrust. In another example the beam assembly includes two rails (20,21) the lower rail positioned forwards of the upper rail and mounted on dual collapsible connections (24,25) while the upper rail (20) is carried by relatively stiff connections (23).

Inventors

  • 👤 Vincent M. Demarest

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-03 13:40
CPC Classifications
E; E01; E01F; E01F15/00; E01F15/02; E01F15/04; E01F15/0407; E01F15/0438; E01F8/00; E01F8/0005; E01F8/0017

Claims Analysis

Total Claims: 9
Claim 1
Independent Claim 72 words
A vehicle crash barrier comprising a series of upright posts, a generally horizontal beam construction comprising two separate rails supported on said posts one above the other, and deformable connections between said rails and said posts, the connections to one of said rails being relatively stiff while the connections to the other rail are more easily deformable, thus providing a progressively increasing resistance to impact by a vehicle on the beam construction.
Claim 2
Dependent Claim 72 words
A vehicle crash barrier comprising a series of upright posts, a generally horizontal beam construction comprising two separate rails supported on said posts one above the other, and deformable connections between said rails and said posts, the connections to one of said rails being relatively stiff while the connections to the other rail are more easily deformable, thus providing a progressively increasing resistance to impact by a vehicle on the beam construction.
Claim 3
Dependent Claim 29 words
A barrier according to claim 1, wherein the rail having the relatively stiff connections is positioned at a level above the other rail, and is set back relative thereto.
Claim 4
Dependent Claim 47 words
A barrier according to claim 1, which each of the more easily deformable connections between the beam construction and the posts includes two elements one of which is relatively more easily deformed than the other in a horizontal direction transverse to the length of the beam construction.
Claim 5
Dependent Claim 29 words
A barrier according to claim 3, in which the more easily deformable element includes a web which is inclined in relation to a transverse plane through said beam construction.
Claim 6
Dependent Claim 21 words
A barrier according to claim 1, in which each deformable connection includes two mutually inclined webs joining at an apex angle.
Claim 7
Dependent Claim 19 words
A barrier according to claim 1, in which each deformable connection element comprises a hollow tubular open ended member.
Claim 8
Dependent Claim 67 words
A barrier according to claim 1, in which each of the more easily deformable connections between the beam construction and the posts includes two elements one of which is relatively more easily deformed than the other in a horizontal direction transverse to the length of the beam construction and the relatively stiff connecting element includes at least two flanges lying in planes parallel to the transverse plane.
Claim 9
Dependent Claim 24 words
A barrier according to claim 1, in which the rail mounted on more deformable connecting elements is set forward relative to the other rail.

References Cited (Backward Citations)

US2204556A Cited
US3258250A Cited
CH435357A Cited
CH419215A Cited
GB1134591A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1990-01-26 1990-07-28 1991-01-27 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1994-01-26 1994-07-28 1995-01-27 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1998-01-26 1998-07-28 1999-01-27 $7700.00 Window Closed / Lapsed

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