Highway Appliances Co. v. American Concrete Expansion Joint Co.

93 F.2d 113, 35 U.S.P.Q. (BNA) 347, 1937 U.S. App. LEXIS 2732
CourtCourt of Appeals for the Seventh Circuit
DecidedNovember 19, 1937
DocketNo. 6261
StatusPublished
Cited by15 cases

This text of 93 F.2d 113 (Highway Appliances Co. v. American Concrete Expansion Joint 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
Highway Appliances Co. v. American Concrete Expansion Joint Co., 93 F.2d 113, 35 U.S.P.Q. (BNA) 347, 1937 U.S. App. LEXIS 2732 (7th Cir. 1937).

Opinion

MAJOR, Circuit Judge.

This is an appeal from a decree of the District Court dismissing appellant’s bill of complaint which ■ charges infringement of claims 6, 9, 10, and 12 of patent No. 1,586,-326, issued to Clifford Older May 25, 1926, and assigned by him to appellant. The claims are found in the footnote.1

The title of the Patent is “Metallic Expansion Joint for Concrete Roads and the Like,” and is directed to the problem created by the constant expansion and contrac[114]*114tion of slabs of concrete highway resulting from ' the change of temperature and climatic conditions.

Before the date of the patent in suit certain lengths of pavement were separated with a forming board as the concrete was poured. When the concrete had set, this board was removed and the intervening space filled with a bituminous material such as asphalt or tar. It was also common practice to insert a. premolded slab of bituminous material between the sections of concrete, which was left in position after the highway was formed. In either instance, this material, which was not compressible, would be forced out of the expansion joint when the highway expanded, and would not return to place upon subsequent contraction. As a result, spaces would be left between the concrete slabs which áooner or later would become filled and packed with dirt and other substances, preventing the natural expansion of the concrete. Caring for this situation required a great deal of labor and expense incident thereto. The problem was further complicated by the requirement that the adjoining slabs of concrete be in some manner keyed or fastened to each other so that the weight of passing vehicles would not destroy the ends of the slabs. It was also essential that they be joined in such way as not to interfere with the expanding movement of the slabs. The device, in rather familiar use, at and prior to the time of the issuance of the patent in suit, was known as dowel bars. These bars and similar devices were extended longitudinally with the highway and served as connectors between adjacent slabs. The problem of providing an expansion space was further complicated by the necessity for the use of such bars or comiecting rods. ' If forming boards were used, .it was necessary to provide recesses which would permit' the passage of these dowel bars in such a manner as would not prevent their removal after the bars had become embedded in the hardened concrete. If preformed boards were used, it was necessary to provide openings in these boards through which the bars could be inserted. When this system was followed, the board, as well as the dowels, was left in position after the formation of the highway.

It is at once apparent with the rapid extension and building of highways, it was essential that an expansion joint be provided which would meet the requirements of the situation, both in the construction of the highway and its subsequent use.

Clifford Older, with eighteen years of experience in the Illinois Highway Department, undertook to solve the problem and, as a result, obtained the patent in controversy.

In the specification, after a recitation of the defects existing in expansion joints and the difficulties presented in connection therewith, the patentee states: “I have obviated the foregoing difficulties by providing a metallic expansion joint construction having a wide range of expansion and contraction and characterized by the ability to re-expand to its former width, or even to a greater width when necessary, the joint being so related to the concrete sections that the device will always fill the entire width of the expansion space, irrespective of the degree of contraction of the concrete and the width of said space. Thus, there is no possibility of the concrete separating from the metallic joint when [115]*115contracting and allowing dirt and stones to enter between the concrete and the joint.” The specification then proceeds with a description of the metallic expansion joint which is shown in the patent drawings. Attention .therein is called to the fact that the joint is constructed of two side plates which have a depth slightly less than that of the concrete section; that the same are to extend across-the entire width of a road of standard two car width, joined at their upper and lower edges by corrugated plates, the upper plate to serve as a seal and to the necessity of anchoring the side plates to the concrete so that the same will move with the concrete slabs during expansion and contraction, thus preventing the intrusion of any foreign matter into air space from above. It is then suggested that a suitable plastic material may be poured on top of the joint to a depth such that it will not be forced above the concrete when the space between the slabs is reduced because of the expansion thereof. Then follows a discussion as to the manner in which the dowel bars may be used in connection with his device so as not to interfere with their recognized function.

Defenses interposed were invalidity and noninfringement. The District Court found for appellees o'n the defense of noninfringement, but made no finding upon that of validity. We shall first deal with the defense of noninfringement. In so doing it seems important to state the claims of the respective parties with reference thereto. Under the designation of “contested issues,” appellant states: “The question of infringement is reduced to the rather narrow issue of whether or not the metallic expansion joint made and sold by the defendants and exemplified in Plaintiff’s Exhibits 8 and 9 in Defendant’s Exhibit 4 is the mechanical equivalent of the device shown and claimed in the patent in suit, i. e., whether or not the joint charged to infringe escapes the claims because of the fact that the defendant has made the side walls of its expansion joint, in part, in two laminations, which are securely clipped together during the installation of the joint but which may be separated after the lower portions of the side walls have served the functions for which they are designed.”

On the other hand, appellees state: “The real issue is far more fundamental than that suggested in the above quotation. It includes rather a consideration of the question as to whether or not Older had successfully solved the problems involved in the practical application of his alleged invention to road building methods. The issue is not whether a two-part device is to be regarded as the equivalent of a one-part device, but whether the Older- device, which is defined solely as a sealing joint, can properly be compared with the defendants’ group of devices, one of which is a sealing device and the other of which is merely a pouring form having no relation to the sealing function.”

Appellees’ commercial device, alleged to infringe, is composed of what is referred to as a seal and a stool, the former mounted upon the latter. The seal is of a hairpin type, the sides of which extend over and along the upper sides of the stool where they are turned at right angles and securely embedded in the concrete. The walls of the stool are claimed to constitute a pouring form against which the concrete is poured. The sides of this form are braced so that the form may be held rigid during the pouring process, but in such a way as not to interfere with the expansion of the concrete. In fact, it is said that this stool or pouring form serves no function other than as a barrier during the pouring operation arid that after the concrete becomes hardened there is nothing of appellees’ device which is intended to function or does function except the seal.

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Bluebook (online)
93 F.2d 113, 35 U.S.P.Q. (BNA) 347, 1937 U.S. App. LEXIS 2732, Counsel Stack Legal Research, https://law.counselstack.com/opinion/highway-appliances-co-v-american-concrete-expansion-joint-co-ca7-1937.