American Piledriving Equipment, Inc. v. Geoquip, Inc.

637 F.3d 1324, 2011 WL 1045360
CourtCourt of Appeals for the Federal Circuit
DecidedMarch 21, 2011
Docket2010-1283, 2010-1314
StatusPublished
Cited by47 cases

This text of 637 F.3d 1324 (American Piledriving Equipment, Inc. v. Geoquip, Inc.) is published on Counsel Stack Legal Research, covering Court of Appeals for the Federal Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
American Piledriving Equipment, Inc. v. Geoquip, Inc., 637 F.3d 1324, 2011 WL 1045360 (Fed. Cir. 2011).

Opinion

LINN, Circuit Judge.

This consolidated appeal concerns claim construction and infringement issues common to seven separate lawsuits filed by American Piledriving Equipment, Inc. (“American Piledriving”) in different district courts across the United States. In each suit, American Piledriving claims that the defendants — a manufacturer of construction equipment and its distributors— have either made or sold certain pile driving devices that infringe United States *1327 Patent No. 5,355,964 (“the '964 Patent”). Whether the accused devices infringe the '964 Patent largely turns in each action on the construction of three claim terms. Of the district courts that have considered those terms, no two have construed all three terms the same way. 1

In the two suits at issue here, the district courts for the Eastern District of Virginia and the Northern District of California each granted summary judgment of noninfringement in favor of their respective defendants, despite adopting different constructions of two key claim terms. Am. Piledriving Equip., Inc. v. Geoquip, Inc., 696 F.Supp.2d 582 (E.D.Va.2010); Am. Piledriving Equip., Inc. v. Bay Mach. Corp., No. 08-1934, 2010 WL 702290, 2010 U.S. Dist. LEXIS 22949 (N.D.Cal. Feb. 25, 2010). American Piledriving appeals both of these decisions. For the reasons discussed below, this court affirms the judgment of the District Court for the Eastern District of Virginia. This court affirms in part, reverses in part, and remands the judgment of the District Court for the Northern District of California for further proceedings consistent with this opinion.

I. Background

A. The '964 Patent

The '964 Patent relates to counterweights for so-called “vibratory” pile drivers. As the name suggests, vibratory pile drivers rely on vibration to drive piles (support columns usually made of timber, steel, or concrete) into the ground. As shown in Figures 1 and 2, an exemplary vibratory pile driver 10 includes a vibratory assembly 34 that is connected to a pile 22.

*1328 [[Image here]]

[[Image here]]

The vibratory assembly 34 houses matching pairs of large, cylindrical counterweights 40 placed side by side with their rotational axes in the same horizontal *1329 plane. Each counterweight 40 is “eccentrically weighted,” meaning that its weight is unevenly distributed around its body such that the center of gravity of the counterweight 40 is moved radially outward from its rotational axis. By rapidly rotating the counterweights 40 in opposite directions, the pile driver 10 generates vertical vibratory forces that are transmitted through the assembly 34 to the pile 22, forcing the pile 22 into the earth 24. The alignment of the counterweights 40 cancels any horizontal vibratory forces created by their rotation.

The counterweights used in early vibratory pile drivers consisted of a weight bolted to a portion of a cylindrical gear. Because the bolts connecting the weight to the gear sometimes broke when the counterweight was rotated, these two-piece counterweights were often replaced by “cast, one-piece, solid” counterweights. These one-piece counterweights, however, had a serious drawback — they lacked sufficient mass to generate the necessary vibration. To increase the mass of the counterweights, holes were bored into the eccentric weight portion and filled with molten lead, which was allowed to solidify. But these lead-filled counterweights still suffered from three significant disadvantages: (1) the counterweights produced insufficient vibration; (2) the lead inserts melted from the heat generated by friction during operation, unbalancing the counterweight; and (3) the lead inserts created hazardous waste.

The '964 Patent discloses a vibratory assembly that houses counterweights designed to address the failings of prior art counterweights. As shown in Figure 3, exemplary counterweights 40 consist of an eccentric weight portion 43 “integral” to a cylindrical gear portion 41. Each eccentric weight portion 43 contains an “insert-receiving area” formed to securely receive a solid insert member 45. The solid insert member 45 and the counterweight 40 are formed from different metals, the metal for the insert member 45 having a specific gravity greater than the metal for the counterweight 40 and having a melting point higher than 328°C, the melting point of lead. In the preferred embodiment, the counterweight 40 is made of steel and the insert 45 is made of tungsten.

*1330 [[Image here]]

B. District Court Proceedings

The lawsuits filed by American Piledriving in the Eastern District of Virginia and the Northern District of California are largely the same. American Piledriving alleged in each suit that the defendant distributor — respectively, Geoquip, Inc. (“Geoquip”) and Bay Machinery Corporation (“Bay Machinery”) (collectively “the Defendants”) — had infringed certain claims of the '964 Patent by selling Model 250 and Model 500 vibratory pile drivers manufactured by Hydraulic Power Systems, Inc. The lawsuits differed, however, in one key respect: American Piledriving alleged in the California action that Bay Machinery had also sold an earlier, different version of the Model 500 pile driver known as the Early Model 500. The asserted claims in both cases include four independent claims: 1, 6, 11, and 16. Also asserted in each action are claims 2, 3, and 5 dependent from claim 1; claims 7-10 dependent from claim 6; claims 12-14 dependent from claim 11; and claims 17 and 18 dependent from claim 16. Claims 1, 6, and 11 differ inconsequentially for purposes of this appeal and claim 1 is representative. Claim 1 reads as follows (disputed terms emphasized):

1. A vibratory assembly for imparting a vibratory force to a pile, comprising:
a housing having at least one counterweight receiving means;
a counterweight rotatably carried in said receiving means for rotation about a rotational axis, said counterweight having a cylindrical gear portion and an eccentric weight portion integral with said cylindrical gear portion, said eccentric weight portion having at least one insert-receiving area formed therein, said counterweight being made of a first metal;
a solid insert member securely positioned in one of said at least one insert-receiving areas said solid insert member being made of a second metal having a specific gravity greater than the specific *1331 gravity of said first metal, and a melting point temperature of 328°C. or greater; and
at least one driving means operatively connected to said counterweight and adapted to rotate said counterweight about its rotational axis.

'964 Patent col.9 11.33-53 (emphasis added).

Claim 16 is similar to claim 1, but instead of claiming “an eccentric weight portion integral

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Bluebook (online)
637 F.3d 1324, 2011 WL 1045360, Counsel Stack Legal Research, https://law.counselstack.com/opinion/american-piledriving-equipment-inc-v-geoquip-inc-cafc-2011.