Lee A. Turzillo v. P & Z Mergentime, Lee A. Turzillo v. P & Z Mergentime

532 F.2d 1393, 174 U.S. App. D.C. 318, 189 U.S.P.Q. (BNA) 783, 1976 U.S. App. LEXIS 8775
CourtCourt of Appeals for the D.C. Circuit
DecidedJune 2, 1976
Docket75-1079, 75-1080
StatusPublished
Cited by10 cases

This text of 532 F.2d 1393 (Lee A. Turzillo v. P & Z Mergentime, Lee A. Turzillo v. P & Z Mergentime) is published on Counsel Stack Legal Research, covering Court of Appeals for the D.C. Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Lee A. Turzillo v. P & Z Mergentime, Lee A. Turzillo v. P & Z Mergentime, 532 F.2d 1393, 174 U.S. App. D.C. 318, 189 U.S.P.Q. (BNA) 783, 1976 U.S. App. LEXIS 8775 (D.C. Cir. 1976).

Opinions

Opinion for the Court filed by Circuit Judge LEVENTHAL.

[1395]*1395LEVENTHAL, Circuit Judge:

This is an appeal from an interlocutory judgment of the District Court holding two patents issued to plaintiff-appellee Lee A. Turzillo valid, and finding infringement by defendant-appellant P & Z Mergentime1 with respect to the later issued patent. One is United States Patent No. 3,363,422 (’422 Patent), issued January 16,1968, for a method and apparatus for anchoring a tie-down bar in an earth situs. The other is United States Patent No. 3,464,216 (the ’216 Patent), issued September 2, 1969, for a method and means for forming cast-in-place reinforced concrete piles. On April 24, 1972, Lee A. Turzillo and Lee Turzillo Contracting Co., the licensee of the patents, filed a complaint charging P & Z Mergen-time with infringement of claim 1 of the ’422 patent and claims 1-6 of the ’216 patent arising from the defendant’s installation of tie backs at WMATA’s operations center at 5th and G Streets, N.W., the National Gallery of Art (NGA), and the Union Station branch of the new District of Columbia subway system. Plaintiffs alleged that the ’422 patent was infringed by defendant’s continuous auger method, used principally at the operations center and NGA, and that the ’216 patent was infringed by defendant’s use of the sectional auger method, employed at Union Station.

On October 29, 1974, the trial court, sitting without a jury, issued a Memorandum Opinion, followed by a Judgment, filed November 25, 1974, declaring ’422 valid as to claim 1 and ’216 valid as to claims 1-6; and ruling that defendant had not infringed ’422 but had infringed claims of 1-6 of ’216 through its sectional auger method. The trial court enjoined further infringement, and referred the case to an auditor to determine damages.

I. ’422 PATENT

The District Court opinion is largely devoted to a discussion of the prior art and the validity of the ’422 patent. We have doubts about the ruling that the ’422 patent is valid but we simply vacate that ruling rather than resolve the issue of validity in this litigation since, in any event, we are satisfied that the findings by the judge concerning noninfringement were not clearly erroneous.

A. The Patent

We begin by repeating, almost verbatim, the District Court’s description of the patent — compiled with an acknowledgement that we doubt we could have understood it without the aid of the diagrams in the patents and briefs of counsel.

The ’422 patent relates to a method and apparatus for anchoring a tie-down bar in an earth situs using a hollow-shafted auger or drill. The central passage of the drill is closed at its inner end by a driving bit, which is a unit separate from the drill. The driving bit consists of a cutting member, sometimes a flat, pointed piece of steel which assists in forming the hole; a base plate or closure plate which covers the lower end of the drill; and a cylinder portion which is attached to the back side of the plate. The cylinder portion may be square or round and may or may not be threaded. Its function is to accept a steel tendon or reinforcing bar. The bar, whose length will be the entire length of the hole to be formed, is welded or threaded to the base plate at its center and is inserted into the central passageway of the auger before drilling. After the bit with its reinforcing bar is loaded onto the drill, the bit is releas-ably connected to the shaft of the drill so that there is no relative motion between the drill shaft and the bit. The bit and the drill thus act as a unit in forming the hole. In the preferred form of plaintiff’s invention, the driving bit is releasably retained at the inner end by a pin which is inserted through the reinforcing bar at the top of the drill and which spans the outer diameter of the drill so that it acts, simultaneously, as a [1396]*1396drive to rotate the bit and a means to lock the driving bit to the inner end of the drill. In the field, however, Turzillo used other, equivalent means, such as wood shims, cloth, or a ball-spring detent device at the lower end of the drill to wedge the driving bit into the inner diameter of the shaft. Also commonly used by plaintiff to accomplish an equivalent releasable connection was ordinary bailing wire wrapped about the tip of the driving bit and an outer portion of the drill shaft. After drilling, the bit and tie-down bar are released from the drill. The bit then acts as an anchor for the bar while the drill is progressively removed from the hole and fluid cement is fed through the central passageway of the drill to form a concrete column.

The result of this method is a column of concrete surrounding a steel tendon which has been accurately centered within the column. Such tie backs are not the equivalent of the familiar concrete columns into which reinforcing bars have been inserted. By using steel of varying tensile strengths and by accurately centering the tendons, tie backs or tie-downs may be constructed which are used, among other uses, to hold back earth walls in excavation sites thus relieving the site of a great deal of clutter and allowing actual construction to proceed much faster, to hold buildings firmly down, or to keep buildings from sinking.

B. District Court’s Rulings as to Prior Art

The District Court examined the leading examples of prior art cited by defendant.2 It noted that with the exception of Phares, the patent examiner had all this art before him, and concluded that it saw no reason to overturn his decision to issue a patent on claim 1 of ’422.

The District Court’s judgments as to these matters is fairly indicated by its discussion of the prior Patterson patent and Turzillo’s improvement thereon, as follows:

Patent No. 2,729,067 to Patterson in 1956 showed the use of a drill to define a cavity in the earth and, in one embodiment, the use of a hollow shafted auger through which cement grout is passed is proposed. In this embodiment, grout pressure is used to drive the driving bit from the auger shaft.
Thus, as early as 1956, those in the trade had all the elements available to them to form tension piles in the manner of Turzillo ’422. Yet, for one reason or another tension piles could not be formed efficiently using these known methods. The testimony of Mr. Turzillo and Mr. Liver, an officer of the Turzillo Company, showed that in the mid-sixties Intrusion Prepakt was still using the Patterson method of first forming the pile and then manually inserting the steel tendon into the formed pile. However, this method could not produce the desired results and in at least one tie back job done for the Gulf Power Company in Louisiana Intrusion Prepakt was replaced by Turzillo’s company. Intrusion Prepakt now holds - licenses under both the ’422 and the ’216 patents. Indeed, defendant’s first attempt to construct tie backs under their [sic] contracts in Washington was to use the even older percussion method of driving pipes into the ground and manually inserting the reinforcing bar after drilling. This method, however, resulted in too many failures. Defendants then switched to the methods now accused of

[1397]*1397(J.A. 11-12).

As to such findings we see no reason for appellate intervention. A different question arises, however, in connection with the Phares patent.

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532 F.2d 1393, 174 U.S. App. D.C. 318, 189 U.S.P.Q. (BNA) 783, 1976 U.S. App. LEXIS 8775, Counsel Stack Legal Research, https://law.counselstack.com/opinion/lee-a-turzillo-v-p-z-mergentime-lee-a-turzillo-v-p-z-mergentime-cadc-1976.