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US4344262A Expired / Lapsed US ⏱️ 0.0 years remaining

Long span structural frame

Assignee: Individual
•
Filing: 1976-08-12
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Granted: 1982-08-17
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Expires: 1996-08-12
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Abstract

Abstract A building construction comprising spaced parallel structural members, such as rolled steel beams and girders, forming a plurality of horizontally disposed structural bays in which the compression flanges of the girders are restrained against lateral displacement or buckling under compressive loads by concrete joists having notched end portions, especially during construction and prior to hardening of concrete poured thereover to form floor slabs. The joists are supported by, and extend transversely between, the girders. Adjacent end portions of the joists are connected to each other to form continuous lines of tension or compression ties at selected intervals along the girders. In a preferred embodiment, the continuous ties terminate at horizontal trusses formed at the end of a row of bays by at least one diagonally disposed truss member, such as a cable.

Inventors

  • 👤 Herbert M. Berman
  • 👤 Ira Hooper

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-10-25 20:20
CPC Classifications
E; E04; E04B; E04B5/00; E04B5/02; E04B5/14

Claims Analysis

Total Claims: 5
Claim 1
Independent Claim 190 words
A stable building structure comprising a plurality of horizontally disposed, spaced, structural members, each of said structural members being in an elevated position and secured to base supports; a series of spaced parallel beams extending transversely between adjacent pairs of said structural members and connected thereto so as to form a plurality of bays across a portion only of said structure, at least one truss member extending diagonally across each of said bays and means to connect the distal ends of said truss members to said adjacent pair of said structural members so as to form horizontal trusses; a plurality of parallel concrete joists supported by and transversely extending between said structural members, said joists being spaced from each other and from said parallel beams; each end portion of said joists engaging a structural member and adjacent end portions of said joists being tied together across said structural members or bonded to said structural members, so as to form continuous tension or compression ties which extend horizontally from said horizontal trusses across said building structure, including that portion of said building structure in which said bays have not been formed.
Claim 2
Dependent Claim 190 words
A stable building structure comprising a plurality of horizontally disposed, spaced, structural members, each of said structural members being in an elevated position and secured to base supports; a series of spaced parallel beams extending transversely between adjacent pairs of said structural members and connected thereto so as to form a plurality of bays across a portion only of said structure, at least one truss member extending diagonally across each of said bays and means to connect the distal ends of said truss members to said adjacent pair of said structural members so as to form horizontal trusses; a plurality of parallel concrete joists supported by and transversely extending between said structural members, said joists being spaced from each other and from said parallel beams; each end portion of said joists engaging a structural member and adjacent end portions of said joists being tied together across said structural members or bonded to said structural members, so as to form continuous tension or compression ties which extend horizontally from said horizontal trusses across said building structure, including that portion of said building structure in which said bays have not been formed.
Claim 3
Dependent Claim 30 words
A structure as set forth in claim 1 wherein said joists are pre-cast concrete joists, the ends of which are notched so as to seat securely on said structural members.
Claim 4
Dependent Claim 17 words
A structure as set forth in claim 2 wherein said truss member is a cable or rod.
Claim 5
Dependent Claim 26 words
A structure as set forth in claim 1 comprising two truss members extending diagonally across each of said bays to connect opposing corners of said bays.

References Cited (Backward Citations)

US976182A Cited
US948215A Cited
US1045522A Cited
US1380324A Cited
US1446275A Cited
US2115949A Cited
US2329068A Cited
GB647330A Cited
US3890750A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1985-08-16 1986-02-15 1986-08-17 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1989-08-16 1990-02-15 1990-08-17 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1993-08-16 1994-02-15 1994-08-17 $7700.00 Window Closed / Lapsed

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