Submarine Rock-Breaking Co. v. Submarine Co.

193 F. 63, 1911 U.S. App. LEXIS 5408
CourtU.S. Circuit Court for the District of New Jersey
DecidedDecember 27, 1911
StatusPublished
Cited by1 cases

This text of 193 F. 63 (Submarine Rock-Breaking Co. v. Submarine Co.) is published on Counsel Stack Legal Research, covering U.S. Circuit Court for the District of New Jersey primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Submarine Rock-Breaking Co. v. Submarine Co., 193 F. 63, 1911 U.S. App. LEXIS 5408 (circtdnj 1911).

Opinion

CROSS, District Judge.

There are brought to the attention of the court by the pleadings in this case questions as to the validity and infringement by the defendants of reissued letters (latent No. 12,933, dated March 30, 1909, to Charles E. Rowland, upon an application therefor filed February 19, 1909, which patent is now owned by the complainant.

The defendants attack the validity of the (latent, but substantially admit that, if valid, it lias been infringed. The patented device is called a “subaqueous rock-breaker.” The patent contains 13 claims, of which Nos. 1, 2, 5, 7, 8, 10, 11, 12, and 13 are in issue. It is uu[64]*64necessary to set them forth at length, as one of them, for instance No. 7, will sufficiently illustrate their general character:

“A.subaqueous rock-breaker comprising the combination of a vertically disposed tube having closed side walls, a rock-breaking • chisel fitted to move through the bottom thereof, and having an inner headed end, means for maintaining air pressure under the head of the chisel to exclude water, a hammer adapted to be reciprocated in the tube and means for raising the hammer and dropping it upon the chisel.”

All of the claims set forth a combination of elements.

The process of breaking and crushing rock under water by drilling and blasting is old; but the operation is both difficult and expensive when the water is of any considerable depth, and naturally becomes more difficult and expensive as the depth of water increases. Other means for breaking submerged rocks were also shown in the prior art. For instance, one Lobnitz obtained a British patent in 1886 for breaking up rock either on land or under water. He employed a heavy and powerful chisel-pointed ram. This ram, fitted in vertical guides, 'was operated by machinery, such as is used in driving piles. He suggested that the “cutters or heads,” as he called them, might be separate from, and so held as to be struck by, the ram, but he neither showed nor described how it might be done, and in an issue of “Engineering” dated January 9, 1903, his device is shown, as in his patent, to consist of an immense bar of steel with a cutting end, from which it may be inferred that the art, in all the years between 1886 and that time, had not been advanced by the suggestion above referred to. His construction, moreover, had manifest disadvantages. A considerable part, of the force of the blow was lost when the ram-like chisel was dropped or propelled through deep water. Again, it was difficult, under such conditions, to make the chisel give successive blows upon identically the same spot, and then, too, after the rock had become more or less broken, any subsequent blows of the chisel falling, as they naturally would, upon the pieces of broken rock, lost much of the effectiveness which they would otherwise have had. The evidence also discloses an apparatus used by one McSpirit, which, however, was not materially unlike that of Eobnitz. McSpirit used a long chisel, one end of which rested upon the submerged rock, and the other, which received the blow of the hammer, extended above the surface of the water. The use of this instrument is open to the same objections as that of Eobnitz. Furthermore, the evidence shows that it could only be used successfully in comparatively shallow water, and even then it was frequently broken. McSpirit himself says that he had “lots of breakages,” notwithstanding the chisel was not used upon hard rock.

The prior art also discloses a patent to one Coffey, No. 657,515, of September 11, 1900, and the reissue thereof, No. 12,501, of June 26, 1906, for a subaqueous rock-breaker. In this patent the chisel, which is heavy and generally impelled by its own weight, moves in a caisson which is kept free from water by forcing compressed air therein. Coffey simply took the old heavy rock-breaking ram or chisel of the prior aid, and provided'means whereby the resistance of the water [65]*65to the blow was obviated. This gave to the Lobnitz type of chisel more effectiveness in deep water. But although Coffey’s invention was an improvement upon the art, it did not obviate all of the objections to Lobnitz and McSpirit. Broken rock would still interfere with the force and effectiveness of the blow. A machine of that character did considerable work in New York and Boston Harbors, concerning which Coffey himself says:

“We demonstrated that the effectiveness of the direct type of rock-breaker had been increased by ihe addition of the pneumatic caisson, but that its efficiency on hard rock, of the character met with in Boston Harbor, was not yet sufficiently great to make it commercially successful.”

And another witness, who was the master of the dredge upon which the Coffey apparatus was installed and present when it was operated in Boston Harbor, says that it did not give satisfactory results, and subsequently, in explaining more at length its deficiencies, says:

“The caisson was first set on a range, and then lowered down on the bottom. We would hoist the hammer, and let it drop on the rock, and the average cutting would be a foot and a half below grade. We found that, after we have gone two or three feet in the rock, the broken rock would be piled up so much inside the caisson that we would lose the force of the blow: that while working on a fiat bottom, and while working on the edge of the ledge, the caisson would keep on sliding till it got down off the ledge eventually. We did actually break some rock, but we couldn’t make required grade. Wo left so many points that a dipper dredge could not dig it at ail.”

This witness adds that the shock of the chisel, which weighed about 10 tons, was so great when it fell that at times it broke the caisson. He detailed other practical objections to its working, but it is unnecessary to specify them. It is sufficient to say that it clearly appears in the case that the Coffey device was not operatively successful, and the same is true of an apparatus shown to have been used by one Boss.

The advantages and disadvantages of several of the earlier types of subaqueous rock-breakers was summed up by Coffey as follows:

"The advantages of the Lobnitz, Itoss, and Luther machines, in which the rock-cutter bar or chisel is dropped directly on the rock, are, first, all of the energy of the moving weight or mass, less the water resistance, goes directly into the rock to be broken. Another advantage is extreme simplicity; there being only one moving part. The disadvantages of these machines are, first, as the breaking proceeds, the chisel on being dropped has to first penetrate the rock already broken before reaching the solid rock beneath which is being attacked. The passage of the chisel point through this broken rock absorbs a large additional amount of energy from the falling mass, thus reducing the effectiveness of the blow upon the solid rock, and, as the thickness of the layer of broken rock resting on the solid lodge beneath increases, the loss of energy becomes correspondingly greater. The practical effect of this is that in average work machines of this type cannot effectively break a layer of rock exceeding three feet in thickness. This action is very clearly illustrated in Ifig. 6 of the Lobnitz patent. The great disadvantage in being enabled only to break a layer three feet thick lies in the increased cost of dredging. Bor instance, where the cutting- on a ledge is six feet, two separate passages of the rock-breaker are necessary, and also two passages of the dredge to remove the ddbris.

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Related

Submarine Rock Breaking Co. v. Submarine Co.
201 F. 524 (Third Circuit, 1912)

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193 F. 63, 1911 U.S. App. LEXIS 5408, Counsel Stack Legal Research, https://law.counselstack.com/opinion/submarine-rock-breaking-co-v-submarine-co-circtdnj-1911.