254 F. 701 | S.D. Iowa | 1919
I am going to dispose of this case now, notwithstanding the fact that it must be self-evident that I have not had time to study the various items of evidence presented here upon both sides, and, if I had any doubt in my mind as to what the decision ought to be, I would take the time to go through this record more carefully. But I have not the time to study this record within the next few months, and I feel that this is a case that should be promptly disposed of — first, because of the public importance of it, the far-reaching effect it may have; and, second, because of some of the methods, disclosed here, which, have been employed by the plaintiff in the business of constructing bridges or getting the business of designing bridges. These methods no court can approve — some of them, at least. I am not sure but what they ought to be construed as sufficient to deny the party relief on the ground that he does not come into court with clean hands. I refer especially to the half-truths, which are worse than falsehoods, in some of these representations made to contractors; because, when a man recites a list of cases as having been tried, or in which decisions have been rendered, without disclosing that nearly all of them have been consent decrees, it is not the truth. It is only half the truth. Those consent decrees should never have been utilized for any such purpose. It ought to appear upon their face, stamped plainr ly “by consent of parties,” and not be held out as the solemn action, of the court, which has never inquired into the facts at all. In fact, I am not sure but that there ought to be a prohibition of consent decrees in patent cases, because of the fact that they are by some per
“Wherever water is to be carried, it is very necessary to protect both ends by sheet pile aprons or curb walls, as shown in Figures 1 and 3. This is needed as much, if not more, at lower than at upper ends, because if water is at ah rapid, and material soft, failure most frequently takes place at lower ends, as shown by the line of scour in Figure 3.
“A filling of large and small' broken stones to carry this protection still farther is desirable, and, in case of a rapid fall in the water surface, several cross-walls to protect the scour are often useful. Sheet piles can be used instead of cross-walls, if always wet.”
And further:
“These remarks cover an important and much-neglected matter. Our observation is that the protection is needed very much more at the. lower end than the upper. Great carelessness is often shown in this respect, when great care should rather be used to carry the water safely away from the structure.”
In other words, anybody with powers of observation and experience, in handling beds of streams — trying to pave the bed of a stream— would know instinctively, when he saw the paving tapering off there, that if it stopped with the actual technical bottom of the stream the
Now, group 2 is under patent No. 852,970. That relates to the extending of the spandrel and the wing walls. I have not yet been able to determine what Mr. Euten claims to have invented. I understand, of course, what he has described in his application, and what is described in the patent. I understand the purpose which he claims this construction will serve; but the particular thing invented I have nor yet been able to grasp. It is not disputed that the extension of the spandrel was old. There cannot be any question about that. It did extend, prior to that time, sometimes to a greater or less degree, beyond the pier. Of course, if it was old and varied in its extension, then it became simply a matter of experience and custom of those skilled in the art, working in the peculiar roadway involved in each particular case, as to how far the spandrel ought to extend out — how far it would have advantage in extending out, depending, of course, upon the length of the bridge and other things; and there is no claim here that the extension of the spandrel is a patentable novelty, or was at that time.
As to the wing wall, it is nothing more or less than a retaining wall, which probably has been in use as long as civilization has existed, because I apprehend that even the savage, if there was a bank of earth liable to wash down by the rains upon the back end of his tent, would go out and take stones or other material and try in a crude way to retain it from sliding. Now, whether you need a retaining wall in connection with a bridge, or not, depends, of course, upon the nature of the soil, the height of the banks, the extent to which the spandrel goes, and all those things. But I can find no patentable novelty or patentable idea in combining the old extended spandrel and the old retaining wall. It is true that Mr. Euten may have added very materially to the usefulness of the art of building bridges by pointing out a way in which the amount of material necessary for the retaining wall might be reduced by the proper conformation of the embankment or fill which
I thought yesterday, when counsel was referring to the opinion of Judge Orr in the Melber Case, that this .language was peculiarly apt as applied to the claims put forth on this particular group:
“A, man is not entitled to a patent for a structure which is old, just because he determines the reason why the structure should be used.”
Now, it may be that nine-tenths of the men who build circular cisterns do not know or understand the reason why they can build a solid, strong structure with so few brick; they do not understand the arch construction, which gives support, one brick to another, all the way around; but it does it, and it has been done right along. If some man comes along and points out that masons are using too many bride, that all pressure and strains can be met by a wall half the thickness of the structure usually constructed under the methods employed by cistern builders, he has not invented anything at all; he has merely pointed out something that any competent person with knowledge, who sits down and studies the situation, would know.
I do feel that somewhere along the progress of the art, when somebody discovered that it was possible to use these rods, and that they might be utilized to good advantage in particular work, that he may have exercised inventive genius in bringing that knowledge to the world; but certainly after the Monier patent, and certainly after the disclosures made by the publications in the field of knowledge in which Mr. L,uten worked, and certainly after the extensive discussion and great public interest in the work of reinforcement, I do not feel that anybody, who in his structure simply applies well-settled principles of mathematics applied to strain, has any patentable invention.
Judge Lewis says something about that, and his remarks ought to be approved. He says:
“The complainant as a witness disclaimed that hist patents, or any of them, embodied anything beyond or more than placing the steel in a new way that produces better results in, a more efficient form. Now, in a concrete bridge, the greatest efficiency is always secured by resisting tension or pull with steel rods. That has been established for a half century; not perhaps with curved tension members, but the basic idea is very old. There is no question about that.”
This relates to the claims of complainant in this case, as I understand Judge Lewis’ opinion. Judge Lewis continues:
“But none of complainant’s patents in its specifications, including drawings, and. in the claims, gives any specific direction as to just where any of the reinforcing members should be placed. This I suppose would in each instance depend upon the maximum load to be carried.”
In other words, strictly speaking, the contention here must logically end in the proposition that you have patented a principle and not a structure. Again, Judge Lewis says:
“This I suppose would in each instance depend upon the maximum load to be carried, the length of the spans, and other elements which involve mechanics only, and would necessarily, I assume, be worked out in determining the amount of compi’ession and tension under the established formulas in statics. In a general way the points of greatest stress can be imighly approximated without the use of mathematical tables, but this is centuries old — that Is, it is open to common observation, and the fundamental purpose of reinforcing concrete was to strengthen the structure at these points; such a discovery in Luten’s day is no evidence of inventive genius.”
I agree with that, statement of Judge Lewis. Somewhere along in civilization, humanity got to the point where they came to use barbed wire fences; before that it was a smooth wire fence. The man who put up the first wire fence of any character found that he had to have his corner posts stayed in some way o-r his fence would fall down. From that time, and since, there have been various devices produced to better stay the corner posts. The first man that put a stay there may have fastened it on the post 4 feet from the ground, and may have carried it back 8 feet into the earth, and his fence may have slackened
“An arch, supported on abutments or piers having tension members embedded near its concave surface, and other tension members passing back and forth through the material of the arch and between the first-mentioned tension members and the adjacent surface, substantially as described.”
• What I have said with regard to the previous patent, Nq. 853,202, is applicable to this as well. I have also given some consideration to the questions involved in a similar claim in the Thacher Case, and I feel that, if this patent be valid at all, in view of the prior art, it would be so narrow that this construction of the defendant would not be an infringement. My own judgment, with all the consideration I have given to the matter, is that, in the description of the invention in this patent, the inventor or patentee simply disclosed an application of the knowledge which at that time had been disclosed by engineers and publications and patents. True, he may have given some study to it; but his conclusion from that study was not inventive. It was merely demonstrative — the application of well-settled, well-disclosed principles to peculiar conditions, which vary in each structure, perhaps. But if I should be wrong, if he got something in that patent, it must be limited simply to the very thing that he has disclosed, and that very tiring, in my judgment, is not infringed in this case. I need not say more about that, because I have already considered this same question — not upon the same patents, of course, but in the Thacher Case, where the same principles were involved.
Blit it is quite apparent to me that, in that particular structure which he describes, he was not doing any more than applying matters of knowledge common at that time. The building of a wall partially, and then allowing it to harden, and then building on an additional portion on top, whether it takes the form of a coping or the mere extension of the same size wall, I do not think is claimed to have been new. I think it must be conceded, in view of the record here, that it was in common use. When I say “common use,” and when we talk about “common use,” with relation to this art, of course, it does not mean what is ordinarily meant by the word “common,” because back at that time there was very little of this concrete tised. It was in the beginning of the development of the art, the building of concrete bridges and concrete structures, so that I could not say it was an everyday event; but what I mean is that such structures were actually in use and built before this patent was issued, in a manner practically as described in the patent. In other words, I see nothing in the patent of an inventive nature to improve on the methods the other fellows employed in the manner of building the coping or tops of walls. For that reason I cannot sustain that claim, and the complainant’s petition is dismissed, and judgment will be allowed against him for costs.