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US4333285A Expired / Lapsed US ⏱️ 0.0 years remaining

Building structure

Assignee: Kajima Corp
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Filing: 1979-08-08
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Granted: 1982-06-08
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Expires: 1999-08-08
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Abstract

Abstract A building structure including a beam of steel or rod reinforced concrete which is sheathed in a U-shaped cross section steel shell, a concrete column which is encased in a steel tube, diagonal bracings and connecting members thereof. The topside of the U-shaped steel shell is open to allow concrete to be filled therethrough. Steel rods are placed in the shell and a steel panel connecting member secures the opposed sidewalls of the shell. Steel bars extend from a floor slab into the beam shell through the aforesaid open topside, thereby rendering the beam integral with the slab. Frame-like steel members for confining reinforcing bars and/or shear connectors are disposed in the inside of the beam shell. A steel sleeve is also provided in the beam shell for defining a space for disposition of equipment. In addition, an opening is provided in the bottom wall of the beam shell so as to allow steel rods to extend from the wall into the beam shell, thereby rendering the beam integral with the wall. A column is coupled to the beam by means of ring stiffeners or gusset plates. Diagonal bracings are positioned in symmetric relation to the frame member of the beam or column, and the diagonal bracings are fastened to the frame member of the beam or column by means of long bolts extending through the frame member thereof. The tip portions of diagonal bracings are provided with anchor members which are embedded in the concrete contained in the beam shell.

Inventors

  • 👤 Hajime Koizumi
  • 👤 Kozo Toyama
  • 👤 Mikio Kobayashi
  • 👤 Hajime Hatano
  • 👤 Toshio Saeki
  • 👤 Kaoru Mizukoshi
  • 👤 Shinichi Tamanaga
  • 👤 Keizo Miyakawa
  • 👤 Tomoyasu Kato

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-07 11:09
CPC Classifications
E; E04; E04C; E04C3/00; E04C3/02; E04C3/04; E04C3/06; E04C3/065; E04B; E04B1/00; E04B1/18; E04B1/20; E04B1/21; E04B5/00; E04B5/43; E04C3/29; E04C3/293

Claims Analysis

Total Claims: 4
Claim 1
Independent Claim 208 words
A building structure comprising: columns and a concrete pour of a wall, slab and beams, including (a) a steel reinforcing channel comprised of a pair of opposed horizontally extending side wall members having bottom and top openings therebetween communicating with the space between said members, the contour of said steel channel being in conformity with that of a concrete beam to be formed, and said side wall members being confined between adjoining columns; (b) said bottom and top openings extending continuously along the entire longitudinal extent of said side wall members; (c) horizontal steel interconnecting members transversely spanning and interconnecting the lower edges of said opposed side wall members, said interconnecting members being spaced apart so as not to appreciably diminish the area of said bottom opening; (d) reinforcing rods extending from said wall into the space between said opposed side wall members through said bottom opening; (e) reinforcing rods extending from said slab into the space between said opposed side wall members through said top opening, and (f) interconnecting concrete forming said slab and filling said channel and said wall through said top and bottom openings to form a concrete beam atop and coextensive with said wall and integrated therewith throughout the entire length of the beam.
Claim 2
Dependent Claim 208 words
A building structure comprising: columns and a concrete pour of a wall, slab and beams, including (a) a steel reinforcing channel comprised of a pair of opposed horizontally extending side wall members having bottom and top openings therebetween communicating with the space between said members, the contour of said steel channel being in conformity with that of a concrete beam to be formed, and said side wall members being confined between adjoining columns; (b) said bottom and top openings extending continuously along the entire longitudinal extent of said side wall members; (c) horizontal steel interconnecting members transversely spanning and interconnecting the lower edges of said opposed side wall members, said interconnecting members being spaced apart so as not to appreciably diminish the area of said bottom opening; (d) reinforcing rods extending from said wall into the space between said opposed side wall members through said bottom opening; (e) reinforcing rods extending from said slab into the space between said opposed side wall members through said top opening, and (f) interconnecting concrete forming said slab and filling said channel and said wall through said top and bottom openings to form a concrete beam atop and coextensive with said wall and integrated therewith throughout the entire length of the beam.
Claim 3
Dependent Claim 32 words
A building structure as set forth in claim 1 wherein the said side wall members are provided at their bottom extremities with inturned flange portions forming the bottom portion of the channel.
Claim 4
Dependent Claim 58 words
A building structure as set forth in claim 1 wherein a plurality of transverse connecting members are positioned in said channel close to the said top opening thereof and interconnect the opposed side wall members of the channel, said connecting members being horizontal and spaced apart so as not to appreciably diminish the area of said top opening.

References Cited (Backward Citations)

US2731824A Cited
US980480A Cited
US1501288A Cited
US1757077A Cited
US3349539A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1985-06-07 1985-12-07 1986-06-08 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1989-06-07 1989-12-07 1990-06-08 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1993-06-07 1993-12-07 1994-06-08 $7700.00 Window Closed / Lapsed

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