US857671A - Reinforcing-bar for concrete. - Google Patents

Reinforcing-bar for concrete. Download PDF

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Publication number
US857671A
US857671A US31318606A US1906313186A US857671A US 857671 A US857671 A US 857671A US 31318606 A US31318606 A US 31318606A US 1906313186 A US1906313186 A US 1906313186A US 857671 A US857671 A US 857671A
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bar
projections
edges
series
concrete
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US31318606A
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Amedee V Reyburn Jr
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/02Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
    • E04C5/03Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance with indentations, projections, ribs, or the like, for augmenting the adherence to the concrete
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21BROLLING OF METAL
    • B21B1/00Metal-rolling methods or mills for making semi-finished products of solid or profiled cross-section; Sequence of operations in milling trains; Layout of rolling-mill plant, e.g. grouping of stands; Succession of passes or of sectional pass alternations
    • B21B1/16Metal-rolling methods or mills for making semi-finished products of solid or profiled cross-section; Sequence of operations in milling trains; Layout of rolling-mill plant, e.g. grouping of stands; Succession of passes or of sectional pass alternations for rolling wire rods, bars, merchant bars, rounds wire or material of like small cross-section
    • B21B1/163Rolling or cold-forming of concrete reinforcement bars or wire ; Rolls therefor

Definitions

  • My invention' relates in ore particularly to a re-inforcing bar for the construction of con* crete floors and other has for its object to which inay similar structures, and provide a strong bar be easily rolled in the ordinary be broken by the shearing strains to which such bars are subjected.
  • Figure 1 is a side elevation of a bar embodying ⁇ a florm'of my invention
  • Fig. 2 1s a top lan view of same
  • Fig. 3 is a section O a concrete fiooring in which my bar is embedded.
  • -Tlie bar is and' with vex lateral projections transverse to the plane of the bar.
  • the projections 7 8 and 9 at one edge of ⁇ the bar extend only partly across the face of the provided at each of its edges 5 bar and lie between, or, 1n other Words, are
  • the projections 10, 11 and 12 also extend only bar. The direction in which these lateral rojections extend is best shown in Fig. 2. Iere the projections 7 10, 9 and 12 extend laterally to one side of the bar and the projections 8 and 11' extend laterally in the opposite direction. 1t Will4 also be noticed, reerring to the series of projections?, 8 and 9 at one edge of the bar, that the projections 7 and 9 extend laterally in an opposite direction to the projection 8.
  • the saine isV true of the series of projections at the other edge of the bar, the projections 10 and 12 extending direction to that in which the proj ection 11 extends.
  • the projections 7 8 and 9 extend more than half way across the face of the bar.
  • the projections 7, 8 and 9 thus'having their inner ends extend across' curved or rounded concavo-conpart Way across the face of the face of the bar beyond the line of the inner ends of the projections 10, 11 and 12; This arrangement results in leaving at portions along the edges 5 4and 6 in the plane of the bar and preserves the original strength of. the bar.
  • Fig. 3 the bar is slab of concrete iioor sup orted on I-beams 15. each of t e ends of the bar is o'rtion 16 bent at 'right an es to 'themain Body of the bar and provi ed with a hook portion 17 bent over the top of the I-bearns 15.
  • a re-inforcing bar for concrete construe# proljections at one of said edges being interme iate those at the opposite edge.
  • 2. Are-inforcing bar parallel planes and provided at each of its edges With a series of lateral projections transverse to the plane of the bar, said bar having flat portions at its-edgesandin the plane of the bar intervening between individua] projections of one of said series andA iat lportions at its edges and in the Aplane of the ⁇ ar intervening between individual proj ections of the other series, the proections at one edge of said bar being interme iate those at the opposite edge.
  • a re-inforoi ng ber for concrete construen tion provided :it eeoli of its edges With si .se-- ries of lateral projections transverso'to the plane of the bar, tlie projections it one of 2 5 said edges extending across -the fsoe ol" the bar beyond the lino of the inner ends of the projections at the opposite edgeof the bar, eaoli 'projection of eitoli series extending in ai direction opposite to that oi the next adje- 3o cent member of its series.
  • a re-inforoing ba-r for concrete construetion provided :it each of its edges with a series of lateral projections transverse to the plane of the bfi-r, the pirojeotions eii-eii. extend- 3 5 ing more than half way across the of ther 7.
  • a re-inforoing bar for concrete eonstruetion provided et each of its edges'witli u.
  • the vprojections eeen extend- 111g more than half way eoross tile fece o t'iie bar end each yprojection of each series ero tending in :i direc-tion op osite to tha-t of the next adjacent member o its series.
  • letrnoion whose edges lie in two substantisily j 'ieri-illel planes, and provided a-t each of its i-:dges with ii series of concave-Convex interni pri'i'eotions transversed to the piene of tlie'bzn', (iid ber having fiat portions et itsv j edges .find in tile piene of the bei' and inter.-
  • edges being intermediate site edge.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Description

P w ...N hw mm MP B APPLICATION IILEI APE. 23, 1906.l
Way and which-will not readily UNITED STATES PATENT OFFICE. AMEDEE v. REYBUTI, JR., OTT. LOUIS, MIssoURI.
A REINFO'ING-BAR FQR CONCRETE- Specification of Letters Patent.
Patented June 25, 19W
Applieation'led April 28, 1906. Serial NDV-818.186.
To all whom it may concern.I` l
Be it known that I, AMEDE V. REYBURN, Jr., a vcitizen of the-United States, residing at the city of St. Louis in the State o1 Missourl, have invented a certain new and useful Reinorcing-Bar for` Concrete, of'which the following is such a full, clear, and exact description as will enable any one skilled in the lart to which it appertains to 4make and use the same, reference being had to the accompanying drawings, forming part ofthis specification.
My invention' relates in ore particularly to a re-inforcing bar for the construction of con* crete floors and other has for its object to which inay similar structures, and provide a strong bar be easily rolled in the ordinary be broken by the shearing strains to which such bars are subjected.
'In the drawings, in vvhich like characters of reference refer to similar parts in the different vlaterally in an Opposite views, Figure 1 is a side elevation of a bar embodying `a florm'of my invention; Fig. 2 1s a top lan view of same, and Fig. 3 is a section O a concrete fiooring in which my bar is embedded.
-Tlie bar is and' with vex lateral projections transverse to the plane of the bar. As will be seen from Fig. 1, the projections 7 8 and 9 at one edge of `the bar extend only partly across the face of the provided at each of its edges 5 bar and lie between, or, 1n other Words, are
staggered with or intermediate of, the proe jections 10, 11 and 12 at the-opposite edge of the bar.' -The projections 10, 11 and 12 also extend only bar. The direction in which these lateral rojections extend is best shown in Fig. 2. Iere the projections 7 10, 9 and 12 extend laterally to one side of the bar and the projections 8 and 11' extend laterally in the opposite direction. 1t Will4 also be noticed, reerring to the series of projections?, 8 and 9 at one edge of the bar, that the projections 7 and 9 extend laterally in an opposite direction to the projection 8. The saine isV true of the series of projections at the other edge of the bar, the projections 10 and 12 extending direction to that in which the proj ection 11 extends.
It will be observed that the projections 7 8 and 9 extend more than half way across the face of the bar. The projections 7, 8 and 9 thus'having their inner ends extend across' curved or rounded concavo-conpart Way across the face of the face of the bar beyond the line of the inner ends of the projections 10, 11 and 12; This arrangement results in leaving at portions along the edges 5 4and 6 in the plane of the bar and preserves the original strength of. the bar.
In Fig. 3 the bar is slab of concrete iioor sup orted on I-beams 15. each of t e ends of the bar is o'rtion 16 bent at 'right an es to 'themain Body of the bar and provi ed with a hook portion 17 bent over the top of the I-bearns 15. It will be seen that by iny invention I' have provided a bar of this kind which easily rolled from a suitable sheet of iron or In this case Acan be" providedwith a steel and which is provided with projections it in the concrete for locking or anchorin at they will not be block of such a nature t readily broken by the which they are subjected, and at the same time .the strength of the bar to withstand laterall and vertical strains is substantially preserved.
The ability of the bar to withstand such strains is further shearing straingto preserved by reason ofthe fact that its edges 5 and 6 substantially re-' main in two parallel lanes'after the bar has been rolled to form t e transverse or lateral prlcjections therein. I 1
aving fully'described my invention, what c aim as'new and desire .to secure by Lety ters vPatentof the Uni-ted States, is-` substantially plane of the bar intervening between indi vidual projections of the 'saine series, the
1. A re-inforcing bar for concrete construe# proljections at one of said edges being interme iate those at the opposite edge. 2. Are-inforcing bar parallel planes and provided at each of its edges With a series of lateral projections transverse to the plane of the bar, said bar having flat portions at its-edgesandin the plane of the bar intervening between individua] projections of one of said series andA iat lportions at its edges and in the Aplane of the `ar intervening between individual proj ections of the other series, the proections at one edge of said bar being interme iate those at the opposite edge.
for concrete construe`- i tion whose edges lie in two substantially' IOO IIO
5 trinisverso to the plinio nl 3. Aro-inloroing lmr for oonorifii consti-irotion wlioso odjgoslio in two sulistsiiitiullv patritllel j 'iliines :ind proviilml :LL vin-,li ol' its `eclgojs' with. it series ol' littoral projections lille bei', @noli j rojeetion ol oiiell. serios i-ixtonding lntorailly in :L direotion opposite to tlnit of tile lnext adje-- cent memiwr ol its` soriewsiid imi' lia-'Vine' flat portions :it its edges and in the pleno of 1o tlio bnr intervening?r bet-wiwi] individuel proj notions in the sanne series, tho projeotimis nl. one of said edges being intermediate those et tlie opjiosito edge.
4. Are-inforoing barfor eonereteconstrue 15 tion7 provided et each ol its edges wit-ii i series of [siti-:ral j 'irojeotions transverse to 'the plane of the bar, the projeotionsat one ol seid edges extending across the ieee of the bar beyond the lino of the inner ends of the 2o projections at the opposite edge of the bei'.
5. A re-inforoi ng ber for concrete construen tion, provided :it eeoli of its edges With si .se-- ries of lateral projections transverso'to the plane of the bar, tlie projections it one of 2 5 said edges extending across -the fsoe ol" the bar beyond the lino of the inner ends of the projections at the opposite edgeof the bar, eaoli 'projection of eitoli series extending in ai direction opposite to that oi the next adje- 3o cent member of its series.
6, A re-inforoing ba-r for concrete construetion, provided :it each of its edges with a series of lateral projections transverse to the plane of the bfi-r, the pirojeotions eii-eii. extend- 3 5 ing more than half way across the of ther 7. A re-inforoing bar for concrete eonstruetion, provided et each of its edges'witli u. se ries of lateral projections transverse to the 4o plane ofthe bar, the vprojections eeen extend- 111g more than half way eoross tile fece o t'iie bar end each yprojection of each series ero tending in :i direc-tion op osite to tha-t of the next adjacent member o its series.
S. A/re'linforoing bei' for concrete oonstruetionvif1iose edges lie in two snbstaritialiy parlllel planes, and provided at each ofits :357,671 i 4 l o edges with :i series of interni transverse to tlio plinio oli tile intr, the projootions nl, ono edge oll seid lier intendingr noross the l'iteo of the bei' beyond tlio lino of tho inner ends ol' tlie j rojeotions n.1, tlm oppoj sito odge oi' :mid bnr. i). .A ro-inl'oreingnr bei' l'oiooil ,'i` te construetionl lntving; odge-s lyingr in two substantially j jmriillol plenos, ond provided at enoh ol' its l edges with n. series ol' onrved luterftl proje tions trims verni* to tlio plaine olt sai-id bul', said j lier i bin' inten-'oning between the individual projootions of mieli series, the projeetions of oooh serios extending zioross the fztoe of said bnr beyond the line of the inner ends of the projections of tlio series at the opposite edge of the ber, sind eitoli projection of enel), series exti'fin'ling laterally' in :i direction opposite toj tiiiii; of the next adjacent member oi" the sej ries.
letrnoion whose edges lie in two substantisily j 'ieri-illel planes, and provided a-t each of its i-:dges with ii series of concave-Convex interni pri'i'eotions transversed to the piene of tlie'bzn', (iid ber having fiat portions et itsv j edges .find in tile piene of the bei' and inter.-
I woning between individuel projeotions oi the j .Sa-nie series, the projeotions at one ofsaid.
edges being intermediate site edge.
il. A re-inioroing bar for concrete oon?.- its edges with a series olE oonoiwwoonvex 'lateral projeo+ tions trsns'versed to the piene of the bar, .the
i projections across the fac-,e ol the ber beyond the linefof lthe inner ends of The projections at tlie o pposite edge of the bar.
struction, provided eteeoii of ln testnnonv whereof, l have hereunto t`V presenoe j my ha'fnd and :,tii'igred 1113-". seal in the of the. two subscribing Witnesses. l iin-mont v. Mittler, Jip. .[t.V t,
Witnesses:
JAMES H. BRYSON, BENNETT PIKE.
projcautionsV nivinp; iiiit portions in the plane of the those at tlie'oppo.
at one o" seid edges exteridingf:v Y, 85 Y
US31318606A 1906-04-23 1906-04-23 Reinforcing-bar for concrete. Expired - Lifetime US857671A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3061921A (en) * 1955-08-18 1962-11-06 Acme Steel Co Method of binding
US5722626A (en) * 1995-12-04 1998-03-03 National Gypsum Company Reusable riser
US20140367549A1 (en) * 2011-12-31 2014-12-18 Michele Caboni Connector with projections of conical or semi - conical section

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3061921A (en) * 1955-08-18 1962-11-06 Acme Steel Co Method of binding
US5722626A (en) * 1995-12-04 1998-03-03 National Gypsum Company Reusable riser
US20140367549A1 (en) * 2011-12-31 2014-12-18 Michele Caboni Connector with projections of conical or semi - conical section

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