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US3916592A Expired / Lapsed US ⏱️ 0.0 years remaining

Structural members for buildings and buildings constructed therefrom

Assignee: Individual
•
Filing: 1974-10-29
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Granted: 1975-11-04
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Expires: 1994-10-29
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Abstract

Abstract A reinforced concrete structural member for buildings or the like which has notably excellent resistance to earthquake, heat and explosion, and is organic in structure, comprising: a concrete column including a plurality of special-type extra coarse-laid wire ropes embedded in the concrete column in a three-dimensional array, longitudinally vertically extending substantially straight through the concrete column but under untensioned or unstrained state and further including an openwork wrapping of steel wires or the like disposed around the steel wires to reinforce the concrete column; a concrete beam including a plurality of special-type extra coarse-laid wire ropes longitudinally, horizontally embedded substantially straight in the concrete beam but under untensioned or unstrained state, in a fashion intersecting the wire ropes of the column at right angles; and connecting means integrally fastening the wire ropes of the column to the wire ropes of the beam at the intersecting points, thereby instantly dispersing the external forces applied to the structural member which thus has toughness and flexibility, throughout the whole structure where they are employed.

Inventors

  • 👤 Takashi Morohashi
  • 👤 Yuji Morohashi

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-10-30 13:47
CPC Classifications
E; E04; E04B; E04B1/00; E04B1/18; E04B1/20; E04B1/21; E04C; E04C5/00; E04C5/01; E04C5/06; E04C5/0604; E04C5/0618; E04C5/16; E04C5/162; E04H; E04H9/00; E04H9/02; E04H9/025

Claims Analysis

Total Claims: 8
Claim 1
Independent Claim 341 words
A reinforced concrete structural member adapted for buildings and the like, comprising: a concrete column; a plurality of extra coarse-laid wire ropes each comprising a plurality of strands each incorporating a plurality of wires laid helically in the same angular sense to provide a built-up lay, at least two strands each incorporating a plurality of wires, said at least two strands each being of at least as great diameter as the first-mentioned strands and being helically wound in two angularly opposite senses upon said built-up lay so as to cross one another at a phase angle of about 180*, the at least two strands being spaced to expose said lay exteriorly of the wire rope, between the at least two strands so the wire rope has a substantially greater diameter at the crossings of said at least two strands than where said lay is exposed exteriorly of the wire rope; said extra coarse-laid wire ropes directly embedded in said concrete column in a three-dimensional array, in a fashion longitudinally vertically extending straight through the concrete column, but is an unstrained but unloosened stated, to reinforce the concrete column; an open-work wrapping of steel wires or wire gauze or the like directly disposed about said array in a wrapped or wound fashion; a concrete beam unitary with said concrete column; a plurality of extra coArse-laid wire ropes having a structure the same as said first-mentioned extra coarse-laid wire ropes, directly embedded in said concrete beam near the upper and lower extent thereof, in a fashion longitudinally horizontally extending through the concrete beam, but under an unstrained but unloosened state, to reinforce the concrete beam; an open-work wrapping of steel wires, or wire gauze, or the like directly disposed about said second-mentioned extra coarse-laid wire ropes; the extra coarse-laid wire ropes of the column and beam crossing one another where the column and beam join one another; and connecting means fastening the extra coarse-laid wire ropes of the column to the wire ropes of the beam where these wire ropes cross one another.
Claim 2
Dependent Claim 341 words
A reinforced concrete structural member adapted for buildings and the like, comprising: a concrete column; a plurality of extra coarse-laid wire ropes each comprising a plurality of strands each incorporating a plurality of wires laid helically in the same angular sense to provide a built-up lay, at least two strands each incorporating a plurality of wires, said at least two strands each being of at least as great diameter as the first-mentioned strands and being helically wound in two angularly opposite senses upon said built-up lay so as to cross one another at a phase angle of about 180*, the at least two strands being spaced to expose said lay exteriorly of the wire rope, between the at least two strands so the wire rope has a substantially greater diameter at the crossings of said at least two strands than where said lay is exposed exteriorly of the wire rope; said extra coarse-laid wire ropes directly embedded in said concrete column in a three-dimensional array, in a fashion longitudinally vertically extending straight through the concrete column, but is an unstrained but unloosened stated, to reinforce the concrete column; an open-work wrapping of steel wires or wire gauze or the like directly disposed about said array in a wrapped or wound fashion; a concrete beam unitary with said concrete column; a plurality of extra coArse-laid wire ropes having a structure the same as said first-mentioned extra coarse-laid wire ropes, directly embedded in said concrete beam near the upper and lower extent thereof, in a fashion longitudinally horizontally extending through the concrete beam, but under an unstrained but unloosened state, to reinforce the concrete beam; an open-work wrapping of steel wires, or wire gauze, or the like directly disposed about said second-mentioned extra coarse-laid wire ropes; the extra coarse-laid wire ropes of the column and beam crossing one another where the column and beam join one another; and connecting means fastening the extra coarse-laid wire ropes of the column to the wire ropes of the beam where these wire ropes cross one another.
Claim 3
Dependent Claim 99 words
The reinforced concrete structural member as claimed in claim 1, wherein said connecting means essentially consists of a body of tubular shape formed with a plurality of through holes over the surface thereof in random arrangement, the extra coarse-laid wire ropes of the columns and beamd each having an end portion thereof inserted through at least two said through holes in random directions, in a fashion that the end portion has acute turns of such an extent as to permit the wire rope end portion to be urgingly and frictionally caughted by the mouth edge of the through holes.
Claim 4
Dependent Claim 99 words
The reinforced concrete structural member as claimed in claim 1, wherein said connecting means essentially consists of a body of spheric shape formed with a plurality of through holes over the surface thereof in random arrangement, the extra coarse-laid wire ropes of the columns and beams each having an end portion thereof inserted through at least two said through holes in random directions, in a fashion that the end portion has acute turns of such an extent as to permit the wire rope and portion to be urgingly and frictionally caughted by the mouth edge of the through holes.
Claim 5
Dependent Claim 278 words
A reinforced concrete structural member adapted for buildings and the like, comprising: a concrete column; a plurality of extra coarse-laid wire ropes each comprising a plurality of strands each incorporating a plurality of wires laid helically in the same angular sense to provide a built-up lay, and a plurality of transversely extending, axially regularly spaced metallic cross pieces incorporated in said lay and having both ends of each piece protruding substantially outwardly of said lay, and ball means secured on the protruding end of each cross piece, said extra coarse-laid wire ropes directly embedded in said concrete column in a three-dimensional array, in a fashion longitudinally vertically extending straight through the concrete column, but in an unstrained but unloosened state, to reinforce the concrete column; an open-work wrapping of steel wires or wire gauze or the like directly disposed about said array in a wrapped or wound fashion; a concrete beam unitary with said concrete column; a plurality of extra coarse-laid wire ropes having a structure the same as said first-mentioned extra coarse-laid wire ropes, directly embedded in said concrete beam near the upper and lower extent thereof, in a fashion longitudinally horizontally extending through the concrete beam, but in an unstrained but unloosened state, to reinforce the concrete beam; an open-work wrapping of steel wires, or wire gauze, or the like directly disposed about said second-mentioned extra coarse-laid wire ropes; the extra coarse-laid wire ropes of the column and beam crossing one another where the column and beam join one another; and connecting means fastening the extra coarse-laid wire ropes of the column to the wire ropes of the beam where these wire ropes cross one another.
Claim 6
Dependent Claim 278 words
A reinforced concrete structural member adapted for buildings and the like, comprising: a concrete column; a plurality of extra coarse-laid wire ropes each comprising a plurality of strands each incorporating a plurality of wires laid helically in the same angular sense to provide a built-up lay, and a plurality of transversely extending, axially regularly spaced metallic cross pieces incorporated in said lay and having both ends of each piece protruding substantially outwardly of said lay, and ball means secured on the protruding end of each cross piece, said extra coarse-laid wire ropes directly embedded in said concrete column in a three-dimensional array, in a fashion longitudinally vertically extending straight through the concrete column, but in an unstrained but unloosened state, to reinforce the concrete column; an open-work wrapping of steel wires or wire gauze or the like directly disposed about said array in a wrapped or wound fashion; a concrete beam unitary with said concrete column; a plurality of extra coarse-laid wire ropes having a structure the same as said first-mentioned extra coarse-laid wire ropes, directly embedded in said concrete beam near the upper and lower extent thereof, in a fashion longitudinally horizontally extending through the concrete beam, but in an unstrained but unloosened state, to reinforce the concrete beam; an open-work wrapping of steel wires, or wire gauze, or the like directly disposed about said second-mentioned extra coarse-laid wire ropes; the extra coarse-laid wire ropes of the column and beam crossing one another where the column and beam join one another; and connecting means fastening the extra coarse-laid wire ropes of the column to the wire ropes of the beam where these wire ropes cross one another.
Claim 7
Dependent Claim 99 words
The reinforced concrete structural member as claimed in claim 4, wherein said connecting means essentially consists of a body of tubular shape formed with a plurality of through holes over the surface thereof in random arrangement, the extra coarse-laid wire Ropes of the columns and beams each having an end portion thereof inserted through at least two said through holes in random direction, in a fashion that the end portion has acute turns of such an extent as to permit the wire rope end portion to be urgingly and frictionally caughted by the mouth edge of the through holes.
Claim 8
Dependent Claim 99 words
The reinforced concrete structural member as claimed in claim 3, wherein said connecting means essentially consists of a body of spheric shape formed with a plurality of through holes over the surface thereof in random arrangement, the extra coarse-laid wire ropes of the columns and beams each having an end portion thereof inserted through at least two said through holes in random direction, in a fashion that the end portion has acute turns of such an extent as to permit the wire rope and portion to be urgingly and frictionally caughted by the mouth edge of the through holes.

References Cited (Backward Citations)

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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) 1978-11-03 1979-05-05 1979-11-04 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1982-11-03 1983-05-05 1983-11-04 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1986-11-03 1987-05-05 1987-11-04 $7700.00 Window Closed / Lapsed

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