McCormick Waterproof Portland Cement Co. v. Medusa Concrete Waterproofing Co.

222 F. 288, 138 C.C.A. 14, 1915 U.S. App. LEXIS 1459
CourtCourt of Appeals for the Seventh Circuit
DecidedJanuary 5, 1915
DocketNo. 2136
StatusPublished
Cited by1 cases

This text of 222 F. 288 (McCormick Waterproof Portland Cement Co. v. Medusa Concrete Waterproofing Co.) is published on Counsel Stack Legal Research, covering Court of Appeals for the Seventh Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
McCormick Waterproof Portland Cement Co. v. Medusa Concrete Waterproofing Co., 222 F. 288, 138 C.C.A. 14, 1915 U.S. App. LEXIS 1459 (7th Cir. 1915).

Opinion

BAKER, Circuit Judge

(after stating the facts as above). [1] A block of artificial stone, made from a mixture of Portland cement and sand or other calcareous matter, appears to be solid; but in it there are many microscopic pores or capillary tubes; and these constitute from 20 per cent, to 40 per cent, of the cubic contents. This characteristic of concrete was known for 40 years before Newberry filed his application in March, 1905. As concrete had long and increasingly been used in constructions that contact with water, as in reservoirs, aqueducts, tunnels, and the'like, the desirability of having concrete impervious to water had been constantly appreciated.

Men of high class — civil and mechanical engineers — had given much thought and devoted great effort to a solution of the problem. Numerous prior patents and publications, from 1863 to 1904, were introduced by appellants; but it will not be necessary to review more than two or three of them to illustrate the fact that none reached the goal, that none made any impress upon the practical art. This is so because a large volume of clear testimony establishes that, until the Newberry product was on the market and in successful use (starting [290]*290in 1905 with a few thousand pounds and rising in 1911 to a million pounds a year), manufacturers and dealers in cement, contractors and builders of concrete structures, chemists, civil’ and mechanical engineers, had known of nothing that would produce impervious concrete. In 1903 the question for discussion before the American Society of Civil Engineers was: “Is it possible to make concrete which will be impervious to water? If so, what is the best method?” A paper was read, and a general discussion was participated in by a_ large number of civil engineers. And in 1904 “Some Notes of Cost of Waterproofing the Concrete Lining of Reservoirs” was published. Eive engineers contributed to this publication. The sum of the proceedings in those two years was to show that the competent men who were familiar with the literature of the subject and were also concerned with the practical art knew of no means that were more than halfway efficient.

Workers in the prior art for 40 years had been going along very natural lines. Holes in the concrete? Well, use finer particles of calcareous matter, put into the mixture a larger proportion of pure cement, and tamp or compress the mixture more firmly before it sets. But this, while substantially increasing the material and labor costs', only partially reduced the total space taken up by the “voids.” Why not stop up the pores by covering the surface of the concrete with a cement paint or mineral paint? But those surface applications were liable to scale or be broken off, and what was wanted was a concrete which in itself should be impervious to water. Why not impregnate the concrete as far as possible from the outside by applying a solution that will enter and stop up the pores? Or put into the mixture a substance that will fill the pores in the concrete as it is being worked into form? But these methods, only halfway efficient at best, furnished no practical answer to the problem. For, if you cannot have a concrete that is completely impervious, what ultimate good is accomplished by simply delaying for a time the ultimate water-soaking of the structure?

Specifically we need notice only the Sylvester process and the Lie-bold and Nieske patents. The Sylvester process “consists in applying a wash of a solution of soap, which is allowed to soak into the surface of the concrete, and is then followed by a wash of a solution of alum. The soap enters the voids of the concrete and is followed by the alum. Where these two unite the chemical action precipitates an insoluble compound, which fills the voids in the concreté and renders it impermeable.” That was the theory; but, because soluble as well as insoluble compounds were precipitated, and because the soluble compounds were leached out of the pores, the process never made the slightest impression upon the practical art. Liebold proposed applying to the cement before it is ground a mixture of Japanese vegetable wax, caustic alkali, and boiling water. This compound would contain glycer-' ine, and other products soluble in water, and would therefore permit the proposed filler to be substantially leached out of the pores. Nieske’s patent in 1892, which is the only portion of the prior art relied on by appellants in this court, proposed to add to cement about one-tenth in bulk of either aluminum acetate or aluminum palmitate. Aluminum acetate [291]*291is soluble in water. Aluminum palmitate is insoluble; but no way is shown of producing it without having associated with it water-soluble substances; and there is no evidence that it has been or can be practically used. And when Nieske declared that aluminum acetate and aluminum palmitate might be used as equivalents in his compound, he certainly failed to show that the Newberry conception had evef- entered his mind.

Now, what was Newberry’s solution of the problem? He said: It is unnecessary to attempt to pack the voids with a filler, or to stop up the pores with a paint, if you will consider the physical law that causes the water to enter them. That law is capillary attraction. The walls of the capillary tubes are water-altractile, and sex.the water climbs up them. The.se capillary tubes may be disregarded, if their walls, instead of being water-attractilc, are made water-repellant. The insoluble lime salt of a fatty acid is a water-repellant. One per cent, of that insoluble salt, of course, cannot serve as a filler for the 20 per cent, to 40 per cent, of voids in the concrete; but it can so change the character of the walls of the capillary tubes that water will be repelled and the concrete will be permanently waterproof. Preferably the insoluble lime salt of a fatty acid should be pure, for so it is most thoroughly water-repellant. If it were adulterated with glycer-ine or other v/ater-attractile substances, the water-repellant power of the insoluble lime salt might he so far overcome that the primary water-attTactile quality of the walls of the capillary tubes would remain. in action; and therefore you must use an insoluble lime salt that is substantially free from water-attractile substances — that is, so far free that the water-repellant power of the insoluble lime salt will not he overcome.

This solution of the problem was not a haphazard achievement. Newberry, the patentee, was graduated in science at Columbia in 1878. In 1880 he received from the same University the degree of Doctor of Philosophy. He was a student of chemistry at the Universities of Berlin and Paris in 1880 and 1881. He was Professor of Chemistry at Cornell from 1882 to 1892. From that time on he occupied himself with the chemistry of cements and other industrial products. With an accurate knowledge of what had gone before, his own large vision and his independent investigation along an untried line led him to success. Plis patent is clear. Inexpert workers in concrete arc plainly told how to achieve the new result in the best way. And in the light of this record we believe he is to be credited with an invention of a very high order.

Against the finding of infringement the strongest insistence is that the patent affords no ground for relief unless the alleged infringer uses an insoluble lime salt of a fatty acid that is absolutely free from glycerine or other soluble substance. The specification and claims are not thus limited; but it is contended that the history of the application requires this restriction.

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222 F. 288, 138 C.C.A. 14, 1915 U.S. App. LEXIS 1459, Counsel Stack Legal Research, https://law.counselstack.com/opinion/mccormick-waterproof-portland-cement-co-v-medusa-concrete-waterproofing-ca7-1915.