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US3600865A Expired / Lapsed US ⏱️ 0.0 years remaining

Elevated single column-borne house of precast concrete elements and posttensioned tendons

Assignee: Individual
•
Filing: 1969-03-04
•
Granted: 1971-08-24
•
Expires: 1989-03-04
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Abstract

Abstract Single column-borne elevated house units are erected by assembling, on a cast-in-situ foundation pillar, column sections provided with means for fastening same together and to the foundation pillar and by fastening to said column sections radially arranged cantilever beams. The assembled parts are fastened together and to the foundation pillar by means of tendon sections which are first coupled together by means of joints, and then tensioned and eventually bonded to the concrete of the assembled parts by forcing grout in the clearance spaces all around the tendon rods.

Inventors

  • 👤 Francesco Vanich

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-02 23:07
CPC Classifications
E; E04; E04B; E04B1/00; E04B1/34; E04B1/3408; E04B1/3412; E04B1/3404; E04B2001/0053; E04B2001/0084; E04B2001/0092

Claims Analysis

Total Claims: 9
Claim 1
Independent Claim 255 words
A building comprising a concrete foundation, a metallic reinforcing cage embedded in the concrete of said foundation including a plurality of threaded bars projecting above the upper surface of said foundation, a prefabricated hollow concrete column mounted on said foundation and extending vertically upwardly therefrom, said column having a plurality of vertical bores formed therein in aligned relation to said threaded bars, a plurality of tendon rods extending vertically through said bores and adjustably connected at their lower ends to said bars, a plurality of radially extending prefabricated concrete deck supporting beams having their inner ends supported on the upper end of said column spaced a substantial height from the ground and having a plurality of vertical bores through which said tendon rods extend, a second prefabricated hollow concrete column supported on the upper end of said first column and having a plurality of vertical bores through which said tendon rods extend, a second plurality of radially extending prefabricated concrete dEck supporting beams having their inner ends supported on said second column and having a plurality of vertical bores through which said tendon rods extend, means extending longitudinally through each of said beams connected to said first and second columns for securing said beams to said columns, means on the upper end of said tendon rods for tensioning said rods for binding said foundation, said columns and said beams together, a deck structure supported on said first plurality of beams and a deck structure supported in vertically spaced relation on said second plurality of beams.
Claim 2
Dependent Claim 255 words
A building comprising a concrete foundation, a metallic reinforcing cage embedded in the concrete of said foundation including a plurality of threaded bars projecting above the upper surface of said foundation, a prefabricated hollow concrete column mounted on said foundation and extending vertically upwardly therefrom, said column having a plurality of vertical bores formed therein in aligned relation to said threaded bars, a plurality of tendon rods extending vertically through said bores and adjustably connected at their lower ends to said bars, a plurality of radially extending prefabricated concrete deck supporting beams having their inner ends supported on the upper end of said column spaced a substantial height from the ground and having a plurality of vertical bores through which said tendon rods extend, a second prefabricated hollow concrete column supported on the upper end of said first column and having a plurality of vertical bores through which said tendon rods extend, a second plurality of radially extending prefabricated concrete dEck supporting beams having their inner ends supported on said second column and having a plurality of vertical bores through which said tendon rods extend, means extending longitudinally through each of said beams connected to said first and second columns for securing said beams to said columns, means on the upper end of said tendon rods for tensioning said rods for binding said foundation, said columns and said beams together, a deck structure supported on said first plurality of beams and a deck structure supported in vertically spaced relation on said second plurality of beams.
Claim 3
Dependent Claim 17 words
A building as claimed in claim 1 wherein each of said tendon rods is embedded in concrete.
Claim 4
Dependent Claim 42 words
A building as claimed in claim 2 wherein the means extending longitudinally through said beams includes horizontal tendon rods extending through bores in said beams and means in said columns to which the inner end of said horizontal tendon rods are connected.
Claim 5
Dependent Claim 36 words
A building as claimed in claim 3 wherein the means in said columns to which the inner ends of said horizontal tendon rods are connected comprises a steel cylinder embedded in the concrete of said columns.
Claim 6
Dependent Claim 23 words
A building as claimed in claim 4 wherein means on the outer ends of said horizontal tendon rods tension said horizontal tendon rods.
Claim 7
Dependent Claim 42 words
A building as claimed in claim 1 wherein the means extending longitudinally through said beams includes horizontal tendon rods extending through bores in said beams and means in said columns to which the inner end of said horizontal tendon rods are connected.
Claim 8
Dependent Claim 36 words
A building as claimed in claim 6 wherein the means in said columns to which the inner ends of said horizontal tendon rods are connected comprises a steel cylinder embedded in the concrete of said columns.
Claim 9
Dependent Claim 23 words
A building as claimed in claim 7 wherein means on the outer ends of said horizontal tendon rods tension said horizontal tendon rods.

References Cited (Backward Citations)

US998839A Cited
US1447942A Cited
US2035007A Cited
US2724261A Cited
US3110982A Cited
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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) 1974-08-23 1975-02-22 1975-08-24 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1978-08-23 1979-02-22 1979-08-24 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1982-08-23 1983-02-22 1983-08-24 $7700.00 Window Closed / Lapsed

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