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US4432178A
Expired / Lapsed
US
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Composite steel and concrete floor construction
Assignee: Steel Research Inc
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Filing: 1982-06-01
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Granted: 1984-02-21
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Expires: 2002-06-01
Abstract
Abstract A steel primary framing member, or truss, and concrete floor structure in which the top chord of the truss, regardless of cross-sectional configuration, is totally or at least partially embedded in the concrete to cause the concrete floor and steel truss to function together structurally as a composite system. The upper chord of the truss acts as a continuous or substantially continuous shear connector thus enabling the top chord to perform a multi-purpose function. Additionally, the top chord may be of any configuration and may be either a solid piece or contain perforations.
Inventors
- 👤 Buckie A. Taft
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-07 10:59
CPC Classifications
E; E04; E04B; E04B5/00; E04B5/16; E04B5/32; E04B5/36; E04B5/38; E04B5/40; E04B5/17; E04B5/23; E04B5/29
Claims Analysis
Total Claims: 10
Claim 1
Independent Claim
156 words
In a composite steel truss and concrete floor construction having primary steel open web truss framing members, secondary joist framing members supported at their ends on said truss framing members, and a concrete slab, the improvements comprising: (a) top chord means for said primary open web truss framing members including generally horizontally disposed support means for supporting the ends of said secondary framing members, (b) bottom chord means for said primary open web truss framing members and web means structurally interconnecting said top and bottom chord means; and (c) said concrete slab means being formed so as to extend from a level above the uppermost point of said top chord to a level below the uppermost point of said top chord so as to at least partially embed said top chord means in said concrete and thereby causing said top chord means to function as a continuous shear transfer connector means in said composite floor construction.
Claim 2
Dependent Claim
156 words
In a composite steel truss and concrete floor construction having primary steel open web truss framing members, secondary joist framing members supported at their ends on said truss framing members, and a concrete slab, the improvements comprising: (a) top chord means for said primary open web truss framing members including generally horizontally disposed support means for supporting the ends of said secondary framing members, (b) bottom chord means for said primary open web truss framing members and web means structurally interconnecting said top and bottom chord means; and (c) said concrete slab means being formed so as to extend from a level above the uppermost point of said top chord to a level below the uppermost point of said top chord so as to at least partially embed said top chord means in said concrete and thereby causing said top chord means to function as a continuous shear transfer connector means in said composite floor construction.
Claim 3
Dependent Claim
40 words
The composite steel and concrete floor construction according to claim 1 and in which said support means is a substantially continuous flange means and wherein said top chord means is substantially embedded in said concrete along substantially its entire length.
Claim 4
Dependent Claim
44 words
The composite steel and concrete floor construction of claim 1 and in which said concrete slab means substantially embeds all of said top chord so that the concrete is of greater thickness at a truss line than at a distance from a truss line.
Claim 5
Dependent Claim
36 words
The composite steel and concrete floor construction of claim 3 and wherein said greater thickness of said concrete slab means at a truss line extends upwardly and away from a truss line at a predetermined angle.
Claim 6
Dependent Claim
45 words
The composite steel truss and concrete floor construction of claim 1 and in which said top chord means includes two spaced apart members having at least one flange each extending horizontally outwardly and said members being secured to a continuous gusset connection plate between them.
Claim 7
Dependent Claim
82 words
The composite steel truss and concrete floor construction of claim 1 and in which said top chord means includes two spaced apart channel members having upper and lower flanges extending horizontally outwardly and said channel members being secured to one of the two means consisting of (1) a substantially continuous gusset connection plate between them and (2) any other means of transferring horizontal shear from the top chord in either the construction or service stage into the web means and bottom chord.
Claim 8
Dependent Claim
30 words
The composite steel truss and concrete floor construction of claim 6 and wherein said concrete slab means extends from above the upper flanges to a point near the lower flanges.
Claim 9
Dependent Claim
37 words
The composite steel truss and concrete floor construction of claim 5 and wherein said gusset connection plate is secured to and extends from between said spaced apart members to a predetermined distance below said spaced apart members.
Claim 10
Dependent Claim
37 words
The composite steel truss and concrete floor construction of claim 6 and wherein said gusset connection plate is secured to and extends from between said spaced apart members to a predetermined distance below said spaced apart members.
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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) | 1987-02-20 | 1987-08-22 | 1988-02-21 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1991-02-20 | 1991-08-22 | 1992-02-21 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1995-02-20 | 1995-08-22 | 1996-02-21 | $7700.00 | Window Closed / Lapsed |