Corrugated Bar Co. v. Trussed Concrete Steel Co.

242 F. 933, 155 C.C.A. 521, 1917 U.S. App. LEXIS 1979
CourtCourt of Appeals for the Eighth Circuit
DecidedMarch 12, 1917
DocketNo. 4734
StatusPublished

This text of 242 F. 933 (Corrugated Bar Co. v. Trussed Concrete Steel Co.) is published on Counsel Stack Legal Research, covering Court of Appeals for the Eighth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Corrugated Bar Co. v. Trussed Concrete Steel Co., 242 F. 933, 155 C.C.A. 521, 1917 U.S. App. LEXIS 1979 (8th Cir. 1917).

Opinion

SANBORN, Circuit Judge.

The Corrugated Bar Company, a corporation, the plaintiff below, appeals from a decree by which its complaint for an infringement by the defendants, Trussed Concrete Steel Company, a corporation, and others, of letters patent No. 633,285, issued to Albert L- Johnson, September 19, 1899, for an improvement in fireproof floor construction, was dismissed. Johnson’s improvement consisted principally: (1) In the use of transversely corrugated metallic bars embedded in the lower part of concrete slabs forming the flooring, or embedded in concrete ribs on the lower side and forming a part of such a flooring, for the purpose of increasing the tensile strength of the lower portion of the flooring, or of the ribs below it; and (2) in the use of a loop of pliable wire suspended astraddle such bars and embedded with them in the concrete ribs or the lower portion of the concrete flooring, with the ends of the wire projecting below the concrete for the purpose of hanging or supporting the ceiling below the floor. In this patent there are nine claims. The first six relate to combinations of the patentee’s transversely corrugated bars with concrete flooring, with concrete flooring provided with ribs, with concrete flooring strengthened by expanded metal embedded therein, and with such flooring resting upon concrete ribs and concrete haunches based on the flanges of supporting I-beams. But the use of the specific transversely corrugated bars of Johnson conditions the novelty and [934]*934patentability of each of them. Claim 1 illustrates them and reads in this way:

“1. In a concrete and metal construction, a slab of concrete having bars of metal embedded in tbe lower portion thereof, each of said bars being of substantially uniform thickness throughout its length and having corrugations arranged in planes substantially perpendicular to the axis of the bar, substantially as described.”

Claims 7, 8, and 9 rest upon the use of the suspending loops of wire imbedded in the concrete floor straddling the reinforcing rods embedded in the concrete and extending below the flooring for the purpose of hanging the ceiling beneath it.. Claim 7 illustrates them and reads in this way:

“7. A fireproof flooring and ceiling construction comprising a main flooring layer of concrete having strengthening ribs on its under side, transversely corrugated bars of substantially uniform thickness throughout their length embedded in said ribs, and ceiling hangers suspended front said bars, substantially as described.”

The maintenance of this suit is dependent, first, upon the novelty and patentability of Johnson’s transversely corrugated bar in the combinations of the first six claims, for the bar made and used by the defendants in their concrete floors undoubtedly infringes, if the devices of these claims were patentable; and, second, upon the patentability of the devices described in the three claims for the combinations of the suspended ceilings, and, if these claims were patentable, upon the infringement thereof. Were Johnson’s claims for the combinations of his corrugated bars with concrete flooring, in the various ways he specified, novel and patentable? Laying aside for the moment his corrugated bars, every other element and device described in the first six claims of his patent was old and well known before he made his alleged invention, and a careful review of the prior art has convinced that there was nothing required beyond the skill of the ordinary mechanic to conceive and construct any of the devices of these claims unless Johnson’s corrugated bar was novel and made them patentable. Concrete flooring, ribbed concrete flooring, concrete haunches to protect steel and iron from fire and to sustain flooring, concrete flooring reinforced by rods or by expanded metal embedded therein to increase the tensile strength of the flooring, had been constructed, detailed descriptions of them had been published, patents for many forms of them had been issued before Johnson conceived or formed the devices of any of these first six claims. Indeed, in his specification he writes:

“The present system of fireproof floor construction consists of haunches of concrete 1, resting on the lower flanges of adjacent I-beams 2, incorporated into the building structure, a series of concrete ribs S, extending from I-beam to I-beam, and a main floor sheet or layer 4 of concrete on said ribs and haunches and covering all the space between the I-beants, all incorporated as one solid mass.”

It is, therefore, upon the novelty and patentability of his 'transversely corrugated bar that the plaintiff must rely to sustain the validity of the first six claims of his patent. There was no novelty in the use of bars or rods of metal, round, square, twisted, smooth, or rough, in con[935]*935crete floors, or of concrete ribs to increase their tensile strength. It was not, therefore, the novelty of this use upon which Johnson relied for his patent, but upon the novelty and utility of the specific form, of his bar. His argument was:

Smooth bars slip when embedded in the concrete, .much of their tensile strength is thereby lost, and the thing desired is a bar which will not slip and will not split the concrete. My transversely corrugated bar is new; it is less liable to slip and less liable to split the concrete than any other bar and hence for the purpose of reinforcement is the most useful. Therefore it, and the combinations of it with concrete flooring, which I claim, are patentable.

Thus he wrote in his specification:

“Although the bond between concrete and metal is originally strong, such bond becomes broken or weakened in the course of time by the ordinary use and wear of the floor. For this reason transverse indentations or corrugations are formed in the bar, so that, regardless of the bond, the bar is so incorporated into the rib as to utilize its full tensile strength. The best arrangement of the indentations or corrugations is in planes at right angles to the axis of the bar; but considerable variation in their direction is permissible. * * * But under ordinary circumstances such variations should not exceed 15 degrees from the perpendicular plane above defined. When the indentations or corrugations are inclined to the axis of the bar, their ridges act as wedges tending to split the concrete.”

So it is that in the last analysis the question is whether or not the fact that Johnson described and claimed “corrugations arranged in planes substantially perpendicular to the axis” of his bar sustains the validity of his patent.

In the Swiss patent. No. 10,703, of June 29, 1895, to Fietz & L,eut-hold, there is a description of precautionary measures against longitudinal thrust of iron reinforcements of cement structures. It is there stated that the subject of the invention is round iron fitted with projections located at short distances on the periphery and that:

“On the round iron o * * * are provided the projections 6, which may be of any given form; e. g., in the shape of teeth, bosses,” etc.

It is also there stated that:

“This invention relates to such precautionary means in connection with iron reinforcements for cement structures, the subject of the invention being round iron fitted with projections located at short distances on the periphery. Figs. 1, 2 and 3 show an example of such round iron; Figs.

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Bluebook (online)
242 F. 933, 155 C.C.A. 521, 1917 U.S. App. LEXIS 1979, Counsel Stack Legal Research, https://law.counselstack.com/opinion/corrugated-bar-co-v-trussed-concrete-steel-co-ca8-1917.