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US3583121A Expired / Lapsed US ⏱️ 0.0 years remaining

Rigid reticulated bar joist system

Assignee: Mercantile Safe Deposit and Trust Co
•
Filing: 1969-06-17
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Granted: 1971-06-08
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Expires: 1989-06-17
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Abstract

Abstract A rigid bar joist system reticulated in plan view and comprising two sets of bar joists, the joists of each set being in vertical planes, parallel, spaced transversely and said sets being respectively arranged in overlying transverse crossover relationship to each other and fixedly connected at each crossover portion to form a rigid gridlike reticulated structure. The bar joists have substantial areas of open spaces between the upper and lower stress members of each joist, and impervious panel means are supported horizontally between the two sets of joists to form a plurality of plenum chambers respectively above and below said panel means when floor panels and a ceiling are supported respectively by the uppermost and lowermost stress members of said bar joist system.

Inventors

  • 👤 Donald L Tate
  • 👤 Robert L Tate

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-10-23 13:41
CPC Classifications
E; E04; E04B; E04B5/00; E04B5/02; E04B5/14

Claims Analysis

Total Claims: 4
Claim 1
Independent Claim 269 words
A rigid composite lightweight bar joist structure supported horizontally by spaced supports to support floor and ceiling structures and the like and loads thereon and comprising in combination, a set of substantially parallel bar joists arranged in even transversely spaced relationship, another set of substantially parallel joists similar to said first-mentioned set arranged in even transversely spaced relationship to each other, said joists of both sets each having coNtinuous upper and lower stress members and said sets being substantially vertical and respectively positioned transversely in crossover juxtapositioned overlapping relationship to each other to provide an assembly of upper and lower joists, the lower stress members of the upper set of joists being rigidly connected to the upper stress members of the lower set at all crossover overlapping portions of said sets of joists by weldments to provide a rigid reticulated bar joist system which is gridlike in plan view and capable of supporting concentrated loads of substantial magnitude with minimum deflection in comparison with the dead weight of the bar joist structure, the spacing of the joists in the lower set being substantially no greater than twice the spacing of the joists in the upper set, at least the lower stress members of the upper set of joists having horizontal flanges extending longitudinally along opposite sides thereof and outwardly therefrom in opposite directions, and then rigid panels of impervious material extending horizontally between and resting by gravity upon the flanges of adjacent pairs of lower stress members of said upper set of joists for sole support thereby to form separate plenum chambers above and below said sheets of material.
Claim 2
Dependent Claim 269 words
A rigid composite lightweight bar joist structure supported horizontally by spaced supports to support floor and ceiling structures and the like and loads thereon and comprising in combination, a set of substantially parallel bar joists arranged in even transversely spaced relationship, another set of substantially parallel joists similar to said first-mentioned set arranged in even transversely spaced relationship to each other, said joists of both sets each having coNtinuous upper and lower stress members and said sets being substantially vertical and respectively positioned transversely in crossover juxtapositioned overlapping relationship to each other to provide an assembly of upper and lower joists, the lower stress members of the upper set of joists being rigidly connected to the upper stress members of the lower set at all crossover overlapping portions of said sets of joists by weldments to provide a rigid reticulated bar joist system which is gridlike in plan view and capable of supporting concentrated loads of substantial magnitude with minimum deflection in comparison with the dead weight of the bar joist structure, the spacing of the joists in the lower set being substantially no greater than twice the spacing of the joists in the upper set, at least the lower stress members of the upper set of joists having horizontal flanges extending longitudinally along opposite sides thereof and outwardly therefrom in opposite directions, and then rigid panels of impervious material extending horizontally between and resting by gravity upon the flanges of adjacent pairs of lower stress members of said upper set of joists for sole support thereby to form separate plenum chambers above and below said sheets of material.
Claim 3
Dependent Claim 89 words
The rigid bar joist structure according to claim 1 in which said bar joists are provided with parallel upper and lower lateral flange surfaces respectively formed on both the upper and lower stress members of both sets of joists and said surfaces on said crossover overlapping portions of said joists flatly abutting each other and being integrally connected by said weldments, and said connecting weldments being applied to the edges of said flange surfaces at said overlapping portions of said stress members which abut each other in crossover relationship.
Claim 4
Dependent Claim 54 words
The rigid composite beam structure according to claim 1 in which said impervious panels are formed from sheetlike fireproof material and the lower stress members of said lower set of joists having ceiling-supporting stringers connected thereto to provide a lower plenum chamber below said rigid panels when a ceiling is connected to said stringers.

References Cited (Backward Citations)

US1911018A Cited
US2499478A Cited
US2616529A Cited
GB882912A Cited
US3236018A Cited
US3347007A Cited
US3396501A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1974-06-07 1974-12-07 1975-06-08 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1978-06-07 1978-12-07 1979-06-08 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1982-06-07 1982-12-07 1983-06-08 $7700.00 Window Closed / Lapsed

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