← Back to Patent Explorer
US3848381A Expired / Lapsed US ⏱️ 0.0 years remaining

Deck panel for roof and floor structures

Assignee: SPEED FAB CRETE CORP INT
•
Filing: 1973-05-29
•
Granted: 1974-11-19
•
Expires: 1993-05-29
📄 Original PDF 🌐 Google Patents 🔄 Sync Now

Abstract

Abstract A deck panel useable in roof and floor structures characterized by a continuous peripheral skeleton formed of a plurality of connected together metallic members that have adequate structural strength to bear a predetermined design load without requiring additional support, such as columns, beams and the like; and a lightweight concrete center portion carried by the peripheral skeleton and including a depending beam of lightweight concrete extending longitudinally of the panel. A plurality of first and second longitudinally and transversely extending panel reinforcing bars are embedded in the concrete center portion and connected with the peripheral skeleton. A plurality of beam reinforcing bars are embedded in and extend longitudinally of the depending beam of lightweight concrete. The beam reinforcing bars are unprestressed at the time of pouring the concrete center portion such that the panel has a flat upper surface and does not bow upwardly in the longitudinal center as do prestressed beams or the like of the prior art. Also disclosed are specific details of construction and emplacement.

Inventors

  • 👤 D Bloxom

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-01 16:34
CPC Classifications
E; E04; E04B; E04B5/00; E04B5/02; E04B5/04

Claims Analysis

Total Claims: 7
Claim 1
Independent Claim 279 words
A combination structure for buildings and the like comprising: a. a foundation; b. a plurality of wall panels emplaced on said foundation; each said wall panel having a peripheral metallic skeleton that is structurally adequate to bear its share of the design load for said building such that said wall panels alone are sufficient without requiring supplemental structural supports, and a lightweight concrete center portion that has a desired facade and interior finish and that adds its structural strength, particularly in compression, to said wall panel for a large additional safety factor; said wall panels being welded together at their adjacent metallic peripheral skeletons; and c. a plurality of deck panels emplaced, respectively, adjacent each other and connected to said wall panels at the desired height; each said deck panel including a continuous peripheral skeleton formed of a plurality of connected together metallic members; said skeleton having a structural strength adequate to bear a predetermined design load without requiring any additional supports; a lightweight concrete center portion carried by said peripheral skeleton; said concrete center portion including a downwardly depending beam of lightweight concrete extending longitudinally thereof; a plurality of first and second panel reinforcing bars embedded in said concrete center portion and connected with said peripheral skeleton; said plurality of first and second panel reinforcing bars extending longitudinally and transversely of said panels; and a plurality of beam reinforcing bars embedded in and extending longitudinally of said depending beam of lightweight concrete; said plurality of beam reinforcing bars being unprestressed at the time of pouring said concrete center portion such that said panel has a flat upper surface that does not bow upwardly in the longitudinal center thereof.
Claim 2
Dependent Claim 279 words
A combination structure for buildings and the like comprising: a. a foundation; b. a plurality of wall panels emplaced on said foundation; each said wall panel having a peripheral metallic skeleton that is structurally adequate to bear its share of the design load for said building such that said wall panels alone are sufficient without requiring supplemental structural supports, and a lightweight concrete center portion that has a desired facade and interior finish and that adds its structural strength, particularly in compression, to said wall panel for a large additional safety factor; said wall panels being welded together at their adjacent metallic peripheral skeletons; and c. a plurality of deck panels emplaced, respectively, adjacent each other and connected to said wall panels at the desired height; each said deck panel including a continuous peripheral skeleton formed of a plurality of connected together metallic members; said skeleton having a structural strength adequate to bear a predetermined design load without requiring any additional supports; a lightweight concrete center portion carried by said peripheral skeleton; said concrete center portion including a downwardly depending beam of lightweight concrete extending longitudinally thereof; a plurality of first and second panel reinforcing bars embedded in said concrete center portion and connected with said peripheral skeleton; said plurality of first and second panel reinforcing bars extending longitudinally and transversely of said panels; and a plurality of beam reinforcing bars embedded in and extending longitudinally of said depending beam of lightweight concrete; said plurality of beam reinforcing bars being unprestressed at the time of pouring said concrete center portion such that said panel has a flat upper surface that does not bow upwardly in the longitudinal center thereof.
Claim 3
Dependent Claim 47 words
The combination structure of claim 1 wherein said peripheral skeleton is rectangular and said panel is no wider at its midpoint than at its end whereby said panel can be emplaced in said structure and its peripheral skeleton connected with said wall panels thereof without cumulative overrun.
Claim 4
Dependent Claim 36 words
The combination structure of claim 2 wherein said wall panels have metallic anchoring members, said depending beam has metallic plates at at least its bottom at at least each end and welded to said anchoring member.
Claim 5
Dependent Claim 62 words
The combination structure of claim 2 wherein said deck panels are emplaced on said wall panels that have a first thickness and adjacent peripheral skeletons are welded together; and the sides of said deck panel are longer than said beam by a distance equal to said first thickness for emplacement atop said walls for great load-bearing capability and convenient and economical assembly.
Claim 6
Dependent Claim 49 words
The combination structure of claim 2 wherein said beam extends the total length of said panel without any overhang and said deck panel is abuttingly emplaced and connected witH said wall panels medially of the length of said wall panels to form an intermediate floor in a multi-story building.
Claim 7
Dependent Claim 54 words
The deck panel of claim 5 wherein said depending beam has metallic plates at at least its bottom at at least each end that is welded to the metal in said wall panels; said peripheral skeleton of said deck panel comprising a channel member that is also welded to metal in said wall panels.

References Cited (Backward Citations)

US1431086A Cited
US1393966A Cited
US2202745A Cited
US2741908A Cited
US3555763A Cited
US3745731A Cited
US3733762A Cited
US3760540A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1977-11-18 1978-05-20 1978-11-19 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1981-11-18 1982-05-20 1982-11-19 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1985-11-18 1986-05-20 1986-11-19 $7700.00 Window Closed / Lapsed

Assigned Categories & Tags

No categories assigned to this patent yet.

Assign Category Tag