← Back to Patent Explorer
US3722159A Expired / Lapsed US ⏱️ 0.0 years remaining

Prefabricated concrete structure

Assignee: Individual
•
Filing: 1971-10-27
•
Granted: 1973-03-27
•
Expires: 1991-10-27
📄 Original PDF 🌐 Google Patents 🔄 Sync Now

Abstract

Abstract Each supporting column includes vertically aligned prefabricated concrete shafts, and steel members embedded in each shaft project downward into a pocket in the upper portion of the next lower shaft, the pocket being filled with a concrete mix into which the projecting steel members of the superimposed shaft are inserted before the mix has set. Angle irons welded to these steel members have horizontal flanges substantially flush with the lower end of the corresponding column shaft, and the flanges are secured to the upper ends of anchor rods embedded in the underlying shaft outside its said pocket. Integral with each column shaft are four horizontal brackets extending at a common level with an angle of 90* between each pair of adjacent brackets, and a prefabricated concrete girder extends horizontally from each bracket of each column to an opposing bracket of a remote column, each end portion of the girder resting upon and being interlocked with a shelf on the adjacent bracket. The opposite sides of the girders and brackets have ledges on which rest the adjacent marginal portions of prefabricated concrete floor slabs, these marginal portions interlocking with the ledges. Special means are provided for centering, leveling and aligning the interlocking parts.

Inventors

  • 👤 S Kessler

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-02 06:33
CPC Classifications
E; E04; E04B; E04B1/00; E04B1/18; E04B1/20; E04B1/21; E04B1/215

Claims Analysis

Total Claims: 10
Claim 1
Independent Claim 331 words
In a prefabricated, reinforced concrete structure, the combination of supporting columns each including a plurality of vertically aligned prefabricated concrete shafts, each of said shafts having a pocket in the upper end thereof, anchor rods embedded in the upper portion of each column shaft outside said pocket and protruding above said upper end of the shaft, steel members embedded in the lower portion of each column shaft and having extensions protruding downward into said pocket of the next lower vertically aligned shaft, concrete fill occupying each said pocket and in which the corresponding extensions are embedded, angle irons welded to said steel members of each column shaft and having horizontal flanges through which said anchor rods extend upwardly from the next lower vertically aligned shaft, fastening means securing the upper ends of the anchor rods to The corresponding horizontal flanges of said angle irons, horizontal concrete brackets integral with each said column shaft, each bracket having a shelf protruding from its outer end below the top of the bracket and also having an upwardly extending tongue on said end shelf, said tongue and the outer end of each bracket forming a groove extending transversely of the bracket, a prefabricated concrete girder extending horizontally from each bracket of each column to an opposing bracket of a remote column, the opposite end portions of each girder having downwardly extending tongues located in said grooves of the corresponding opposing brackets and also having transverse grooves receiving said upwardly extending tongues of the corresponding opposing brackets, said girders and brackets having ledges protruding from the opposite sides thereof below the tops thereof and also having tongues protruding upwardly from said ledges, said ledge tongues partly defining grooves extending along said ledges at opposite sides of the girders and brackets, and prefabricated concrete floor slabs having marginal portions resting on said ledges, the lower surfaces of said marginal portions having grooves receiving said ledge tongues and also having downwardly extending protrusions received in said ledge grooves.
Claim 2
Dependent Claim 331 words
In a prefabricated, reinforced concrete structure, the combination of supporting columns each including a plurality of vertically aligned prefabricated concrete shafts, each of said shafts having a pocket in the upper end thereof, anchor rods embedded in the upper portion of each column shaft outside said pocket and protruding above said upper end of the shaft, steel members embedded in the lower portion of each column shaft and having extensions protruding downward into said pocket of the next lower vertically aligned shaft, concrete fill occupying each said pocket and in which the corresponding extensions are embedded, angle irons welded to said steel members of each column shaft and having horizontal flanges through which said anchor rods extend upwardly from the next lower vertically aligned shaft, fastening means securing the upper ends of the anchor rods to The corresponding horizontal flanges of said angle irons, horizontal concrete brackets integral with each said column shaft, each bracket having a shelf protruding from its outer end below the top of the bracket and also having an upwardly extending tongue on said end shelf, said tongue and the outer end of each bracket forming a groove extending transversely of the bracket, a prefabricated concrete girder extending horizontally from each bracket of each column to an opposing bracket of a remote column, the opposite end portions of each girder having downwardly extending tongues located in said grooves of the corresponding opposing brackets and also having transverse grooves receiving said upwardly extending tongues of the corresponding opposing brackets, said girders and brackets having ledges protruding from the opposite sides thereof below the tops thereof and also having tongues protruding upwardly from said ledges, said ledge tongues partly defining grooves extending along said ledges at opposite sides of the girders and brackets, and prefabricated concrete floor slabs having marginal portions resting on said ledges, the lower surfaces of said marginal portions having grooves receiving said ledge tongues and also having downwardly extending protrusions received in said ledge grooves.
Claim 3
Dependent Claim 30 words
The combination according to claim 1, comprising also leveling plates interposed between the upper end of each column shaft and said horizontal flanges of the next upper vertically aligned shaft.
Claim 4
Dependent Claim 37 words
The combination according to claim 1, in which the lower portion of each column shaft has a passage opening through one side of the shaft and communicating with said pocket of the next lower vertically aligned shaft.
Claim 5
Dependent Claim 22 words
The combination according to claim 1, comprising also steel reinforcement members embedded in said brackets and extending into said end shelves thereof.
Claim 6
Dependent Claim 20 words
The combination according to claim 1, comprising also steel reinforcement members embedded in said opposite end portions of the girders.
Claim 7
Dependent Claim 82 words
The combination according to claim 1, in which the opposite end portions of each girder are provided with longitudinal grooves in the upper surface of the girder, the upper surfaces of said brackets being grooved to form extensions of said longitudinal grooves in the adjacent end portions of the girders, the combination also comprising a horizontal steel rod located in each of said longitudinal grooves and said extension thereof, and concrete filling said grooves and extensions to embed said horizontal rods therein.
Claim 8
Dependent Claim 82 words
The combination according to claim 1, in which the opposite end portions of each girder are provided with longitudinal grooves in the lower surface of the girder, the lower surfaces of said brackets being grooved to form extensions of said longitudinal grooves in the adjacent end portions of the girders, the combination comprising also a horizontal steel rod located in each of said longitudinal grooves and said extension thereof, and concrete filling said grooves and extensions to embed said horizontal rods therein.
Claim 9
Dependent Claim 85 words
The combination according to claim 1, comprising also a first steel member embedded in at least one of said shelves and ledges and projecting upwardly from the upper surface thereof, and a second steel member embedded in the overlying part of said structure and resting upon the upper surface of said first steel member, thereby forming a clearance between said upper surface and the opposing surface of said overlying part, said upward projection of the first steel member determining the level of said overlying part.
Claim 10
Dependent Claim 44 words
The combination according to claim 8, in which said clearance forms part of a continuous passage extending from the top of said overlying part to the bottom of said shelf or ledge, the combination comprising also cement filling said passage to form a joint.

References Cited (Backward Citations)

US1796048A Cited
US844974A Cited
US1071523A Cited
US2724261A Cited
US3110982A Cited
US3354593A Cited
US3374592A Cited
US3562978A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1976-03-26 1976-09-25 1977-03-27 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1980-03-26 1980-09-25 1981-03-27 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1984-03-26 1984-09-25 1985-03-27 $7700.00 Window Closed / Lapsed

Assigned Categories & Tags

No categories assigned to this patent yet.

Assign Category Tag