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US4056911A Expired / Lapsed US ⏱️ 0.0 years remaining

Steel bar for concrete reinforcement having a non-circular cross-section

Assignee: Kobe Steel Ltd
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Filing: 1976-06-23
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Granted: 1977-11-08
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Expires: 1996-06-23
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Abstract

Abstract A steel bar for concrete reinforcement has a non-circular cross-section which comprises two sets of transverse ribs disposed respectively at diametrically opposite surface portions of the core of the steel bar, each set consisting of a number of transverse ribs of a lug-forming projection type disposed at a position corresponding to every pre-selected pitch in the longitudinal direction of the steel bar and extending therefrom in planes substantially transverse to the core; and a pair of longitudinal ribs disposed on the diametrically opposite surface portions of the core at the intermediate positions between the sets of transverse ribs and extending from the core linearly in the longitudinal direction thereof; the outer portion of each of the longitudinal ribs being as remote as or less remote from the axis of the steel bar as compared with the distance between the axis and the surface of the portion on the outer circumferential plane of the core located at the remotest position from the axis; the major central portion of the outer surface of each of the transverse ribs being placed on the lateral surface of a hypothetical column of a larger diameter than the hypothetical column having the axis of the steel bar as its center and the lateral surface of which tangentially contacts the outer surface of the core; and the outer surface of the wing portion of each of the transverse ribs being disposed in such a manner that the distance from the axis is reduced progressively towards the outer portion of the longitudinal ribs; whereby the transverse ribs can mate with a female helical thread of a corresponding pitch in a nut, coupler or anchor sleeve.

Inventors

  • 👤 Yoshio Tani

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-08 22:55
CPC Classifications
E; E04; E04C; E04C5/00; E04C5/01; E04C5/02; E04C5/03

Claims Analysis

Total Claims: 10
Claim 1
Independent Claim 297 words
A steel bar for concrete reinforcement, having a noncircular cross section and including a core portion, and having a longitudinally extending axis, which comprises: two sets of transverse ribs disposed respectively upon first diametrically opposite surface portions of the core of the steel bar, each set consisting of a number of transverse ribs of a lug-forming projection type disposed at a position corresponding to every pre-selected pitch in the longitudinal direction of the steel bar and extending therefrom in planes substantially transverse to the core; a pair of longitudinal ribs disposed on second diametrically opposite surface portions of the core at the intermediate positions between said sets of transverse ribs and extending from the core linearly in the longitudinal direction thereof; the outer portion of each of said longitudinal ribs being disposed upon a locus which is located a distance from the axis of said steel bar which lies in a range which extends between being equal to or less than the distance between said axis and the outer circumferential surface portions of said first diametrically opposite surface portions of the core located at the remotest position from said axis; the major central portion of the outer surface of each of said transverse ribs being disposed upon a locus having a larger diameter than the locus having the axis of the steel bar as its center and a surface which tangentially contacts the outer surface of said core; and the outer surface of the wing portion of each of said transverse ribs being disposed in such a manner that the distance from the axis is reduced progressively towards the outer portion of said longitudinal ribs; whereby said transverse ribs can mate with a female helical thread of a corresponding pitch in a nut, coupler or anchor sleeve.
Claim 2
Dependent Claim 297 words
A steel bar for concrete reinforcement, having a noncircular cross section and including a core portion, and having a longitudinally extending axis, which comprises: two sets of transverse ribs disposed respectively upon first diametrically opposite surface portions of the core of the steel bar, each set consisting of a number of transverse ribs of a lug-forming projection type disposed at a position corresponding to every pre-selected pitch in the longitudinal direction of the steel bar and extending therefrom in planes substantially transverse to the core; a pair of longitudinal ribs disposed on second diametrically opposite surface portions of the core at the intermediate positions between said sets of transverse ribs and extending from the core linearly in the longitudinal direction thereof; the outer portion of each of said longitudinal ribs being disposed upon a locus which is located a distance from the axis of said steel bar which lies in a range which extends between being equal to or less than the distance between said axis and the outer circumferential surface portions of said first diametrically opposite surface portions of the core located at the remotest position from said axis; the major central portion of the outer surface of each of said transverse ribs being disposed upon a locus having a larger diameter than the locus having the axis of the steel bar as its center and a surface which tangentially contacts the outer surface of said core; and the outer surface of the wing portion of each of said transverse ribs being disposed in such a manner that the distance from the axis is reduced progressively towards the outer portion of said longitudinal ribs; whereby said transverse ribs can mate with a female helical thread of a corresponding pitch in a nut, coupler or anchor sleeve.
Claim 3
Dependent Claim 23 words
The steel bar as defined in claim 1 wherein the height of each of said longitudinal ribs is from 1.0 to 2.0 mm.
Claim 4
Dependent Claim 40 words
The steel bar as defined in claim 1 wherein the height of each of said transverse ribs is from (0.05D N + 0.5) to (0.05D N + 1.3)mm in which D N is a nominal diameter of said steel bar.
Claim 5
Dependent Claim 27 words
The steel bar as defined in claim 1 wherein the height (h) and pitch (p) of said transverse ribs satisfy the relation 3 ≦ p/h ≦ 11.
Claim 6
Dependent Claim 51 words
The steel bar as defined in claim 1 wherein: the pitch (p) of said transverse ribs and the nominal diameter D N of the steel bar satisfy the relation 1.4 √h/D N ≦ p/D N ≦ 2.5 √h/D N , wherein h is the height of each of the transverse ribs.
Claim 7
Dependent Claim 38 words
The steel bar as defined in claim 1 wherein the width (w) of said transverse ribs at the root is from 0.081D N to 0.30D N in which D N is a nominal diameter of the steel bar.
Claim 8
Dependent Claim 39 words
The steel bar as defined in claim 1 wherein the width (w) of said transverse ribs at the root is preferably from 0.17D N to 0.30D N in which D N is a nominal diameter of the steel bar.
Claim 9
Dependent Claim 31 words
The steel bar as defined in claim 1 wherein a flank angle defined by the thread surface of said transverse ribs and the top portion thereof is from 23° to 60°.
Claim 10
Dependent Claim 31 words
The steel bar as defined in claim 1 wherein the width of said longitudinal ribs is from L/36 to L/12 in which L is a nominal perimeter of the steel bar.

References Cited (Backward Citations)

SU169228A1 Cited
US3292337A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1980-11-07 1981-05-09 1981-11-08 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1984-11-07 1985-05-09 1985-11-08 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1988-11-07 1989-05-09 1989-11-08 $7700.00 Window Closed / Lapsed

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