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US5651154A Expired / Lapsed US ⏱️ 0.0 years remaining

Modular bridge deck system consisting of hollow extruded aluminum elements

Assignee: Alcoa Corp
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Filing: 1995-11-13
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Granted: 1997-07-29
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Expires: 2015-11-13
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Abstract

Abstract A light-weight, corrosion-resistant, readily installed bridge deck is formed of modular deck panels spliced to each other on site. Each of the deck panels is shop-fabricated by longitudinally welding flanges of adjacently placed multi-void extruded aluminum alloy structural elements. Transfer splices of longitudinally adjacent elongate elements are made by providing shear elements connecting individual elongate structural elements of each deck panel end-to-end prior to longitudinal welding of adjacent elongate elements, with the end joints between the elongate elements being arrayed in a staggered manner. A safety rail system is mounted to run alongside and above outer edges of the finished bridge deck mounted to a system of support girders.

Inventors

  • 👤 John J. Ahlskog
  • 👤 John Randolph Kissell
  • 👤 Brian J. Malloy
  • 👤 Adam D. Matteo
  • 👤 Glen A. Taylor
  • 👤 Kurt P. Thompson
  • 👤 George B. Tyler
  • 👤 Roman Wolchuk

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-07 22:47
CPC Classifications
E; E01; E01D; E01D19/00; E01D19/12; E01D19/125; E01D2101/00; E01D2101/30; E01D2101/34

Claims Analysis

Total Claims: 9
Claim 1
Independent Claim 105 words
A modular bridge deck system supported on a plurality of cooperating girders, comprising: a plurality of prefabricated deck panels which are longitudinally field-spliced together, each deck panel being formed by longitudinally shop-welding a plurality of elongate, multi-void, extruded aluminum elements which are transversely end-spliced in a staggered arrangement; and a plurality of field-bolted mutually engaging extrusions enabling said longitudinal field-splicing of adjacent panels to each other, wherein said longitudinal shop-welding comprises one-side, full-penetration, longitudinal top and bottom welds between respective top and bottom flanges of adjoining elongate extruded aluminum elements, whereby the welded top flanges of said field-spliced panels provide a substantially continuous upper surface.
Claim 2
Dependent Claim 105 words
A modular bridge deck system supported on a plurality of cooperating girders, comprising: a plurality of prefabricated deck panels which are longitudinally field-spliced together, each deck panel being formed by longitudinally shop-welding a plurality of elongate, multi-void, extruded aluminum elements which are transversely end-spliced in a staggered arrangement; and a plurality of field-bolted mutually engaging extrusions enabling said longitudinal field-splicing of adjacent panels to each other, wherein said longitudinal shop-welding comprises one-side, full-penetration, longitudinal top and bottom welds between respective top and bottom flanges of adjoining elongate extruded aluminum elements, whereby the welded top flanges of said field-spliced panels provide a substantially continuous upper surface.
Claim 3
Dependent Claim 20 words
The bridge deck system according to claim 1, further comprising: a wearing layer applied over said substantially continuous upper surface.
Claim 4
Dependent Claim 16 words
The bridge deck system according to claim 2, wherein: said wearing layer comprises an epoxy material.
Claim 5
Dependent Claim 24 words
The bridge deck system according to claim 1, further comprising: a curb provided to extend along a longitudinal side of said field-spliced deck panels.
Claim 6
Dependent Claim 31 words
The bridge deck system according to claim 1, further comprising: a safety rail structure provided to extend along a longitudinal side of said field-spliced deck panels without making direct contact therewith.
Claim 7
Dependent Claim 42 words
The bridge deck system according to claim 4, further comprising: a safety rail structure provided to extend along a longitudinal side of said field-spliced deck panels without making direct contact therewith, wherein the safety rail structure is supported separately from the curb.
Claim 8
Dependent Claim 20 words
The bridge deck system according to claim 6, further comprising: a wearing layer applied over said substantially continuous upper surface.
Claim 9
Dependent Claim 37 words
The bridge deck system according to claim 1, further comprising: means for positively connecting the deck panels to a support system comprising cooperating girders in a manner enabling the deck panels to act compositely with the girders.

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 2000-07-28 2001-01-27 2001-07-29 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 2004-07-28 2005-01-27 2005-07-29 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 2008-07-28 2009-01-27 2009-07-29 $7700.00 Window Closed / Lapsed

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