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RAILROAD COMPANY V. DUBOIS, 79 U. S. 47 (1870)
U.S. Supreme Court
Railroad Company v. Dubois, 79 U.S. 12 Wall. 47 47 (1870)
Railroad Company v. Dubois
79 U.S. (12 Wall.) 47
1. Construction of Dubois's patent of September 23, 1862, "for building piers for bridges, and setting the same." Held to be for a device or instrument used in a process, and not for the process itself.
2. It is not a bar to an action for an infringement of a patent that before making his application to the Patent Office, the patentee had explained his invention orally to several persons, without making a drawing, model, or written specification thereof, and that subsequently, though prior to his application for a patent, the defendant had devised and perfected the same thing, and described it in the presence of the patentee, without his making claim to it.
3. Silence of a party works no estoppel unless it has misled another party to his hurt.
4. The novelty of a patented invention cannot be assailed by any other evidence than that of which the plaintiff has received notice. Hence the state of the art at the time of the alleged invention, though proper to
be considered by the court in construing the patent, in the absence of notice, has no legitimate bearing upon the question whether the patentee was the first inventor.
Dubois brought suit against the Philadelphia, Wilmington & Baltimore Railroad Company for damages for an infringement of a patent granted to him September 23, 1862, for "a new and useful improvement in the mode of building piers for bridges and other structures and setting the same." The alleged improvement was asserted to have been used by the company in building their railroad bridge across the Susquehanna at Havre de Grace.
In his specification, Dubois, the patentee, after reference to diagrams accompanying his schedule, thus described his inventions, referring to the diagrams by corresponding letters, here with the diagrams themselves omitted as occupying space and not indispensably necessary to a comprehension of the invention.
"In the building and setting of piers for bridges and other structures in beds of rivers or streams, it has been found necessary in most instances to erect stationary coffer dams at the points where the piers are to be located. This operation requires a water-tight chamber to be constructed up from the bed of the river and then emptied of its water by a pumping process before the building of the pier can be proceeded with. The expense and inconvenience of this operation, as well as that of all other modes of building and setting piers in rivers, greatly enhances the cost of building bridges."
"With my invention, much of the inconvenience and expense thus incurred will be obviated and a much firmer structure obtained."
"To enable others skilled in the art to perform with my invention, I will proceed to describe its construction and operation:"
"To construct piers for a bridge across a river or stream from
a solid foundation by first driving long temporary piles into the bed of the stream outside of a given space. These piles are left extending up above the surface of the water. Then either drive down between and near about the long piles other short piles or firmly imbed rock or other substantial material into the earth or river bed and, if desirable, slip down over the piles one or more broad and heavy stones or timbers and imbed the same firmly into the soil so that they rest down upon the foundation and form a flat surface. Next construct a strong timber or other suitable character of platform and bolt to its upper side one section of a hollow rectangular or other desirable form of box or tube, which is used to increase and strengthen the pier, the said tube being composed of boiler-plate metal or other suitable material, and its lower section having a bolting flange on its lower edge, running inward at right angles to its sides, so as to bolt horizontally to the platform. This platform and section of the tube are caulked and pitched or cemented so as to be watertight at bottom and on all sides except at top, where it is fully open. The first and several other sections of the tube should be strengthened laterally and longitudinally from sides and ends by means of strong rods."
"The structure should now be filled to slide down over the sustaining and guide piles by cutting vertical holes, corresponding with the shape of the piles, through the platform. The structure, when thus fitted to the piles and let down to the surface of the water, floats by reason of its buoyancy. The upper ends of the piles are now framed together with ties so as to stand firm. The preparatory steps for building and setting the pier having thus been consummated and additional sections provided so as to be brought into use as required, the stone mason commences to lay the solid pier within the floating coffer dam, using for the purpose common stone or other material deemed suitable. As soon as a sufficient height of masonwork has been set in the first section to cause the structure to descend nearly level with the surface of the water, another section is bolted or otherwise firmly fastened upon the top edge of the first, so as to give the proper buoyancy and safety for continuing the work. This done, the mason proceeds further with his work, and builds up the pier until it again becomes necessary to increase the buoyancy, when he bolts on other sections of boiler tubing and proceeds with the building of the pier until
the platform and pier rest down and become 'set' upon the foundation. He now finishes the pier above the water without using any more sections of tubing, and may, if he deems best, use fine-cut stone, or other finished material, or he may, if desirable, continue the tubing to the top of the pier so as to obtain additional strength."
"When the pier is completed, the piles are sawed off just above the top of the platform and their stumps, in connection with the weight of the pier, serve to prevent lateral movement of the platform and pier on its foundation."
"A metal sectional boiler-plate tube has been described as the casing for the pier because such tube possesses great strength at small expense, and will serve to bind and support the masonry of the pier. It however is obvious that a floating watertight coffer dam operating on the principle described might be made of wood or other material than boiler-plate metal, and when the pier is finished, the floating coffer dam may be removed from around it, leaving the pier wholly uncovered from base to top. The removed structure maybe used in erecting other piers if desirable."
"I have given a minute description of means for carrying out my invention, but I do not wish to be confined to those means, but desire to be protected in the principle of operation embodied in a floating coffer dam substantially as described for building and setting piers for bridges and other structures."
"Having described one mode of carrying out my invention, what I claim and desire to secure by letters patent is:"
"1st. Building and setting piers by means of a floating coffer dam substantially as set forth."
"2d. The use of the tube which constitutes the dam for encasing and strengthening the pier, substantially as set forth."
"3d. The guide piles (A A) in combination with a floating coffer dam, substantially, as and for the purpose set forth."
The defendant pleaded three pleas:
1st. The general issue.
2d. That the letters patent were obtained by fraud and imposition on the Patent Office.
3d. Want of originality.
Issue was joined on the first plea, and on replications to the second and third.
At the trial it became a material question for what invention the patent was granted, and especially what the first claim of the patentee was intended to cover. [Footnote 1] Was it a device, a structure, or an instrument designed for use in a process, or was it a process itself? The defendants contended that the patent, so far as it covered the first claim, was for a process of building and setting piers, which process consisted of driving temporary piles in the bed of a stream outside of a given space, then preparing a suitable foundation for a pier, then making a strong timber or other suitable character of platform and bolting upon its upper surface a section of a hollow rectangular or other desirable form of box, to be made of boiler-plate metal or other suitable material, strengthened laterally and longitudinally from sides and ends by means of strong rods and fitted to slide down over the guide piles first driven by cutting vertical holes through the platforms, then laying the masonry of the pier in this box, made water-tight, adding sections from time to time as the increasing weight of the masonry required, and as the box with its contents sunk, until the platform and pier, encased by the different sections of the box, rested and became set upon the foundation prepared, when the guidepiles are sawed off just above the top of the timber or other platform so that their stumps, in connection with the weight of the pier, may serve to prevent lateral movement of the platform and pier on the foundation. Holding such opinions of the nature of the invention, the defendants asked the court thus to construe the patent and to instruct the jury that the words "substantially as described" in the specification (when speaking of the "principle of operation" which
the patentee desired to have protected), and the words "substantially as set forth" in the first claim, refer to that process, and hence that unless the defendants used that process as detailed, as well the platform, composing in part the floating coffer dam fitted to slide down the guide piles referred to by cutting vertical holes through it and sawing off the stumps of the piles just above the top of the platform when the pier is completed, as also the other parts of the process claimed in the first claim, the plaintiff could not recover for an infringement of that claim. This instruction the court refused to give, construing the claim to be not for a process, but for a device or instrument to be employed in a process, the instrument being a floating coffer dam constructed as described in the specification, in which the masonry of the pier might be laid and sunk to the foundation by its own gravity.
In construing the second and third claims, the court thus charged: [Footnote 2]
"The second claim of the plaintiff's patent is for the use of the tube or material of which the clam is made, for encasing and strengthening the pier -- that is, it shall be so constructed that it can be used for the casing and strengthening the pier no matter whether it be first placed in position entire or be built in sections as the masonry progresses."
"The third claim of the plaintiff's patent is for a combination of a floating coffer dam, as claimed in the first claim, with guidepiles which are driven into the bottom of the river around the site of the proposed pier and reach above the surface of the water and pass through holes in the platform and have their tops framed together with ties; when the pier is building, they are to sustain and keep upright the tube with its pier inside and to guide it down to its foundation prepared at the bottom of the river; when the pier is finished, they are then to be cut off just above the top of the platform and their stumps left to prevent any lateral movement of the platform and pier on its foundation. "
In the course of the trial and in support of the plea that the letters patent were obtained by fraud and imposition, the testimony of one George A. Parker, the engineer of the railroad company, defendant in the case, by whom the bridge was designed and built, and of a certain Crossman, in the service of the company and standing in some intimate subordinate relation to Parker, was given by the defendant, the object of which was to show that the plaintiff had fraudulently obtained his patent for what was in fact the invention of Parker. It tended to show that prior to 1861, Parker, a civil engineer since 1838, and who, as already stated, had built the bridge, in the laying of whose piers the alleged infringement consisted, had conceived the plan on which the piers in this bridge were laid, going to different places to look at large bridges, and making many experiments and investigations, all with a view to building the piers for this particular bridge. That in the spring of 1861, when work on the bridge had been begun and estimates for iron in the piers had been received, Crossman informed Mr. Parker that "a man named Dubois, who had some notions about bridge building, wanted to see him." That Parker being willing to see him, some delay intervening, a time was fixed for an interview, and the man, this Dubois, introduced; that Dubois had previously told Crossman that he wanted to talk with Parker about the foundations of the Susquehanna bridge; that he himself, when thus speaking with Crossman about the foundations, described the cribwork for foundation but never described sectional caissons, and that when afterwards introduced to Parker, he "described" a simple wooden structure, a crib made of raft timbers, put together in the ordinary way, in form a parallelogram, to be built partly on shore and partly on the river. How he was to sink it or how guide it to the bottom Parker, the witness, did not remember; it was to be filled with rough stones, and was to sink as it was filled; that on this, Parker asked Dubois if he was aware that his masonry would be torn away by the floods, to which Dubois replied that he would throw out ballast on the outside and bring it to the top of
the pier. Parker then said "Now I will tell you my plan," and proceeded to describe it accordingly, when Dubois remarked "I like your plan, all except the iron." Parker then replied that the iron was the only new thing about it, the especially valuable thing. Dubois then objected to the expense of iron, when Parker made a calculation showing that it would be cheap; Dubois then said "Your plan is the best," and asked whether Parker could not give him something to do for the bridge, as he had a lumber yard and sawmill at Havre de Grace. Parker promised to apply to him
if there was any occasion, and they parted. In September, Dubois got his patent. Afterwards meeting Dubois, Dubois said to him, "I understand you claim to be the inventor of this way of putting down the piers." To which Parker replied, "Don't speak to me again during your natural life. If you have any business with me or the company, do it through your lawyer." This was in the autumn of 1862.
On the other hand, Dubois himself, being examined, testified that in June, 1862, when he asked Crossman to procure for him an interview with Mr. Parker, he described confidentially to Crossman his plan of building piers; that this plan was essentially the same as that adopted in the Susquehanna bridge; that being introduced some days afterwards to Parker, whom Crossman in the meantime had seen in order ostensibly to get Parker's leave to introduce Dubois to him, Parker described to him as his own the same plan that he, Dubois, had described a few days before to Crossman, except that the same use was not made of the boiler iron. Dubois, in giving his testimony, proceeded:
"Witness did not then state to Parker that the plan was his own, because from circumstances he felt sure that Crossman had disclosed it. Witness at once applied for and obtained a patent. Crossman, being charged with having disclosed the plan to Parker, denied it and then said perhaps he did, and would think it over. At a subsequent interview he denied it."
Upon this part of the case, the defendant's counsel -- by one of his prayers for instructions, the eighth -- asked the court to charge:
"That if the jury should find that the plaintiff, in the spring of 1861, explained his invention to the witnesses who testified upon the subject, by verbal statements only, but without reducing the same to practice by making a drawing, model, or written specification thereof, and that prior to the application of the plaintiff for a patent, Parker, the engineer of the defendants, superintending the construction of their bridge across the Susquehanna, had devised and perfected the plan afterwards pursued for building and setting the piers of the said bridge, and was actually engaged in preparing for the work of actual construction when, as testified by the said Parker, the plaintiff called on him and heard the plan described without making any claim thereto, but afterwards applied for and obtained the patent on which the present action is founded, then the plaintiff was not entitled to recover."
One of the pleas having been, as it will be remembered, want of originality, the defendants had given to the plaintiff this notice:
"Take notice that at the trial of the above cause, evidence will be offered to show that you were not the original and first inventor in the improvement in the mode of building piers for bridges for which letters patent of the United States were issued to you on the 23d September, 1862, but that a prior knowledge of the improvement aforesaid was had by the parties whose names and residences are given in a schedule hereto annexed, [Footnote 3] and that the same had been used in the construction of the bridge of the defendants across the Susquehanna River between Havre do Grace and Perryville, and that the said improvement had been described in 'Mahan's Civil Engineering' anterior to your supposed invention, and further, as special matter, testimony will be offered to show that you surreptitiously and unjustly obtained your said patent for that which was in fact invented by George A. Parker, engineer of said bridge, who was using reasonable diligence in adapting and perfecting the same."
The notice was given in professed pursuance of the 15th section of the Patent Act of 1836, which enacts that a defendant
may plead the general issue and after notice give evidence that the patentee was not the original and first inventor, or that the thing patented had been described in some public work anterior to the supposed discovery, or that the patentee had surreptitiously or unjustly obtained the patent for that which was in fact invented or discovered by another who was using reasonable diligence in adapting and perfecting the same, "in either of which cases" the act declares that "judgment shall be rendered for the defendant." It proceeds:
"That whenever the defendant relies in his defense on the fact of a previous invention, knowledge, or use of the thing patented, he shall state in his notice of special matters the names and places of residence of those whom he intends to prove to have possessed a prior knowledge of the thing and where the same had been used."
Testimony having been given tending to show want of originality, the defendant in his last prayer asked the court to instruct the jury:
"That upon the issues joined, the question was open before them whether the plaintiff was or was not the first and original inventor of the improvement described in the patent of the 23d September, 1862, offered in evidence, and that in considering the said question, the jury may and ought to consider the evidence in the cause in relation to the state of the art of building and setting piers known at the time of the alleged invention of the plaintiff described in said patent."
The court refused to give this instruction, but instructed the jury thus:
"In reference to the question whether the plaintiff is the original and first inventor of the three claims made by him in his said patent, the jury have a right to take into consideration the knowledge which they may find to have been possessed, prior to the date of plaintiff's patent, by the several witnesses whose names are given in the notice of defense in this case, and who have been examined, and also the description of such constructions in 'Mahan's Civil Engineering,' and the patent of Parker, dated 6th September, 1864, and also all description of his invention made by plaintiff to anyone prior to the date of
his said patent, in the year 1861 or '62, and also to the conversation (whatever the jury may find that to have been) between the plaintiff and the engineer of defendants in 1863, prior to the date of plaintiff's application for a patent."
It also charged (in its 6th instruction) that if the jury found that the defendant had infringed and that the plaintiff was the true inventor, they could, in ascertaining the actual damages the plaintiff had sustained &c., take into consideration the state of the art at the time of the plaintiff's invention, its utility over old modes, and the saving which had accrued to the defendant.
The defendants now brought the case here on error for refusal to give the instructions asked and on account of the instructions given.
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