Patent US4282619A successfully refreshed from Google Patents.
US4282619A
Expired / Lapsed
US
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Truss structure
Assignee: HAVENS STEEL Co
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Filing: 1979-11-16
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Granted: 1981-08-11
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Expires: 1999-11-16
Abstract
Abstract A low cost, factory fabricated, force distributing bridge truss assembly is disclosed which includes respective, interconnected, converging pairs of carrier truss structures designed to be composited to an overlying concrete bridge deck such that the latter serves as a top chord diaphragm for absorbing live load-induced compression and bending forces. The carrier truss structures are fabricated using only two standard shapes of plasma arc cut steel angles (normally 6"×6" for truss webs and 8"×8" for truss chords) welded directly together without the need for special order steel or supplemental gusset plates. The preferred deck for use with the truss assembly hereof is a concrete structure having a lowermost, spanning metallic plate substrate composited (by means of upstanding studs) to a concrete layer thereon. This assembly may be applied to the carrier truss structure in either precast, sectionalized form or field cast in place. The upper chord elements of the respective carrier trusses are simply welded to the planar underlying substrate at the panel points to develop the final mechanical composite. Completed bridges using the carrier truss assemblies of the invention are characterized by very low depth-to-span and dead load/live load ratios, minimal deflections, and high degrees of structural redundancy rendering the bridges extremely stable; moreover they are protected against critical collapse and are highly suited for performance in situations where long term fatigue causing stress reversals are a problem.
Inventors
- 👤 Craig E. Rooney
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-06 21:02
CPC Classifications
E; E01; E01D; E01D6/00; E01D19/00; E01D19/12; E01D19/125; E01D2/00; E01D2/04; E01D2101/00; E01D2101/20; E01D2101/24; E01D2101/26; E01D2101/268
Claims Analysis
Total Claims: 14
Claim 1
Independent Claim
293 words
In a bridge structure: an elongated, spanning deck including a reinforced concrete layer; at least four individual carrier truss structures, each including an elongated lower chord element formed of metallic angle and presenting a pair of elongated, generally planar, interconnected flanges; a plurality of individual, upwardly extending metallic web members; means including first weld joints joining said web members to said lower chord element at spaced locations along the element, respective adjacent web members converging and meeting at points above said lower chord element; and means including second weld joints at said points coupling respective pairs of converged web members and defining a plurality of spaced apart panel points along the length of the carrier truss structure; means operably interconnecting respective pairs of said truss structures to present at least two generally V-shaped in cross-section truss assemblies each having the lower chord elements of two truss structures in juxtaposed relationship, and the web members joined to each lower chord element extending obliquely upwardly therefrom, said interconnecting means including bolt means coupling each pair of juxtaposed lower chord elements at spaced locations therealong to form a composite lower chord for each truss assembly, said V-shaped truss assemblies being oriented beneath said deck in side-by-side relationship with the composite lower chord of each assembly extending along the direction of span of the bridge structure and with said web members extending upwardly toward said deck; means compositing said deck and truss assemblies, including a plurality of metallic force-transmitting elements embedded in said concrete layer and having mechanical interlock structure above the lower surface of said concrete and embedded therein; and means operably coupling said force-transmitting elements and web members therebeneath, including force-transmitting third weld joints at the regions of at least certain of said panel points.
Claim 2
Dependent Claim
293 words
In a bridge structure: an elongated, spanning deck including a reinforced concrete layer; at least four individual carrier truss structures, each including an elongated lower chord element formed of metallic angle and presenting a pair of elongated, generally planar, interconnected flanges; a plurality of individual, upwardly extending metallic web members; means including first weld joints joining said web members to said lower chord element at spaced locations along the element, respective adjacent web members converging and meeting at points above said lower chord element; and means including second weld joints at said points coupling respective pairs of converged web members and defining a plurality of spaced apart panel points along the length of the carrier truss structure; means operably interconnecting respective pairs of said truss structures to present at least two generally V-shaped in cross-section truss assemblies each having the lower chord elements of two truss structures in juxtaposed relationship, and the web members joined to each lower chord element extending obliquely upwardly therefrom, said interconnecting means including bolt means coupling each pair of juxtaposed lower chord elements at spaced locations therealong to form a composite lower chord for each truss assembly, said V-shaped truss assemblies being oriented beneath said deck in side-by-side relationship with the composite lower chord of each assembly extending along the direction of span of the bridge structure and with said web members extending upwardly toward said deck; means compositing said deck and truss assemblies, including a plurality of metallic force-transmitting elements embedded in said concrete layer and having mechanical interlock structure above the lower surface of said concrete and embedded therein; and means operably coupling said force-transmitting elements and web members therebeneath, including force-transmitting third weld joints at the regions of at least certain of said panel points.
Claim 3
Dependent Claim
42 words
The bridge structure as set forth in claim 1, each of said carrier truss structures further including an elongated, metallic upper chord element, said respective pairs of converged web members being welded to said upper chord element by said second weld joints.
Claim 4
Dependent Claim
27 words
The bridge structure as set forth in claim 2, said upper chord elements being formed of metallic angle presenting a pair of elongated, generally planar, interconnected flanges.
Claim 5
Dependent Claim
40 words
The bridge structure as set forth in claim 1, including an elongated metallic reinforcing member located between said juxtaposed pairs of lower chord elements, and means including said bolt means interconnecting the reinforcing member and the adjacent lower chord elements.
Claim 6
Dependent Claim
16 words
The bridge structure as set forth in claim 1, said force-transmitting elements comprising upright metallic studs.
Claim 7
Dependent Claim
68 words
The bridge structure as set forth in claim 5, said coupling means comprising a substantially flat, metallic plate interposed between the underside of said concrete and said truss assemblies, said plate being welded by said third weld joints at the region of at least certain of said panel points, said studs being welded by fourth weld joints to the face of said plate remote from said truss assemblies.
Claim 8
Dependent Claim
31 words
The bridge structure as set forth in claim 6, the only force-transmitting connection between said plate and the underlying truss assemblies being said third weld joints at said panel point regions.
Claim 9
Dependent Claim
32 words
The bridge structure as set forth in claim 1, said force-transmitting elements comprising a plurality of elongated, spaced, metallic components, said components being welded by said third weld joints to panel points.
Claim 10
Dependent Claim
26 words
The bridge structure as set forth in claim 8, said mechanical interlock structure comprising elongated reinforcing bars extending between and operatively connected to said spaced components.
Claim 11
Dependent Claim
16 words
The bridge structure as set forth in claim 8, said components being of inverted T-shaped configuration.
Claim 12
Dependent Claim
17 words
The bridge structure as set forth in claim 1, said web members being formed of metallic angle.
Claim 13
Dependent Claim
17 words
The bridge structure as set forth in claim 1, there being three of said V-shaped truss assemblies.
Claim 14
Dependent Claim
19 words
The bridge structure as set forth in claim 1, including crossbracing means interconnecting the truss structures of each assembly.
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USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1984-08-10 | 1985-02-09 | 1985-08-11 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1988-08-10 | 1989-02-09 | 1989-08-11 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1992-08-10 | 1993-02-09 | 1993-08-11 | $7700.00 | Window Closed / Lapsed |