US1043442A - Concrete reinforcement. - Google Patents

Description

A. L. LARSON. CONCRETE EETNFOEOEMENT. y APPLICATION RILEY) JUNE 29, 1912. I

1,043,442. Patented Nov. 5, 1912.

"[zYvEzYToiz aw 6 W Fig.4

a State of Ohio, ha

renal reinforcement to is w sectihn sideredda 12m laid. Figs'Q =2 combinedt w are obtained by the i and the t-iesri. The

porting the said rods W 59 tie and the extremities bent i 5 front ot'loop 2.

nee les,

To all whom it may concern: Be it known that I, AUGUST L. Lesson; a "citizen of-the United- S;tates,' residing at Qlevelandin the county of Cuyahoga and I ve inveinted certain new "and useful, Improvements in Concrete (Re; I inforcem'ent, of which the fellow ing is .a specification. ,M Q v My invention relatesto anevvand origii r' concrete'structnral' Work," all substantially fasbshotvn and de'-. :scribed and particularly pointed out in the 51 m r.

I i-the accorn Figurel y beconmy. 1mtherein Work or pon which the concrete; is I 3, 4 and 5 are dilterent views of the wiretie. Thus, Fig. 2 is a plan view of the tie,,and Fig. 3 is a bottom view there of. Fig. 4C is a cross section of one of the j several supporting rods anda portion of a;

is and support in the act of being engaged on said rod. Fig. 5 is an end elevation of the tie, showing both bent ends thereof. 1

Several distinct an panying drawings, al elevation of what ma floor of concrete with proved reinforcements embedded and showing the temporary wood false bottom 11 d original advantages nvention as shown and as will appear in the description herein.

Thus, arepresents a rod or bar of sufiicient size in cross section to serve the purpose,

depending much upon the place of its use depth 'andiweight of the concrete 0 to he supported. These rods usually are angular in cross section and tw1sted length wise and are placed at suitableintervals apart and according to the length or the said ties are made out of Wire of a suitable'size and have somewhat peculiarly shaped ends to serve several important pur-- poses, chief of which are the engagement upon the said rodsin the loops 2 and sup hile the concrete is green as Well as tying the rods permanently together. To'th'ese ends the said Wires or ties have their ends bent reversely to form an open oop 2 at the immediate ends of the nto substantially stirrup shape, as at 3, 5 and 6. Thus,

the portion 3 constitutes a leg and the'portion 5 a straight rest or foot.and the end 6 an inclined portion extending back to the The end 6 is somewhat .sothat it will of the rod and prevent its gageme'nt from Within. the

crete has hard 'trance somewhat the rod hook shaped s anything but rather to ooinloined tie and and connection of the said would run lengthwise of aoepsr Lesson, on cmvntann; enrol ooncnnrs st iiirosonnsnr.

- Specification of Eetters Paten Application filed June 2d, 1912;. I

t. PatentedN ov; 5.. 1912 Serial No. 706)826.

longer than the other stem'of the stirrup come directly" into the path. accidental disen- I loop '2 if. there. Were any .danger of this occnr 'in'g. This-is own in Fig.- 1 and in dotted' lines; .F' ght bottom portion of the hohi position. on the- 4 The strai comes down. in' resting false bottomln as seen in Fig. 1. Then. as the said b ttoin is removed after the-co1i ened, the sflid straig tpor-' I ed' inthe concrete and" flush with itsiu nd er surface and there is no protr sion of the ivire visible. Obvionsly the tie o-r' Wireniember a? becomes a distinct and. separate. article of manufacture but adapt-v ed to befiise d with the rods a in th'em an'ner shown. It -will also be seenzthat the en-. trance to loop '2 is somewhat contracted, and requires the spring-ingbac'k of stemgfi of the hook and the Widening of said enas".seen in Fig. l'toget into the said loop.' w 4 Y The-openv loops 2 are formed beneath the body of the Wirein this instance While the upporting portions '3 entend below said loops and at right angles there- H to; and said hook portions also have theirfree stems 6, extending laterally to opposite sides of the body ofthe tie and in end View appear as seen; in Fig. 5. The real function of the so-calledl1ooks 3 is not tohook onto serve as supports or legs for the tie and the rods or bars a. "in a true sense, therefore, the said ties ser d" as rod supports and lia-ve their Working purpose distinctlyassociated with said rods.

- If tlie ties and rods posts, girders 'or the tion" is enibedd were used in o olnmns, like the construction parts would be," thati'case the rods such post, "column,

e ties transversely, her difference Q the same as herein. In

girder or the like and th but there would be no ot lNhat I claim is: I in concrete reinforcin'g work, a Wire tie having open-spring loops adapted tome: ceive strengtening bars for reinforcing concrete and the ends of s into supports of substantially stirrup shape beneath said loops, the-said supports com prisingleg portions 3 in the same vertical. plane as the body of said Wire and said loops and straight aid Wire, bent tootportions 5' at right 1 angles to the body of the wire andpxtremities 6 extending upward and inward at an inclination from y the outer ends of said straight portions and terminating in front of the entrance to said loops, the bends of said Wire at the ends'of said straight por; tions 5 being substantially at right angles and the said straight portions on each Wire projecting laterally at rightangles to opposite sides in respect to the'body of the Wire. 10 In testimony whereof I aflix my signa [ii 1H6 in presence of two witnesses. I

, i AUGUST L. LARSON. Witnesses:

R. B. Mosnn, E.- M. FISHER.

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