Neville v. Foundation Constructors, Inc.

972 F.3d 1350
CourtCourt of Appeals for the Federal Circuit
DecidedAugust 27, 2020
Docket20-1132
StatusPublished
Cited by7 cases

This text of 972 F.3d 1350 (Neville v. Foundation Constructors, 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
Neville v. Foundation Constructors, Inc., 972 F.3d 1350 (Fed. Cir. 2020).

Opinion

Case: 20-1132 Document: 35 Page: 1 Filed: 08/27/2020

United States Court of Appeals for the Federal Circuit ______________________

STEVE NEVILLE, SUBSTRUCTURE SUPPORT, INC., TDP SUPPORT, INC., Plaintiffs-Appellants

v.

FOUNDATION CONSTRUCTORS, INC., FOUNDATION PILE, INC., Defendants-Appellees ______________________

2020-1132 ______________________

Appeal from the United States District Court for the Central District of California in No. 5:17-cv-02507-AG- AGR, Judge Andrew J. Guilford. ______________________

Decided: August 27, 2020 ______________________

JOEL KAUTH, KPPB LLP, Anaheim, CA, for plaintiffs- appellants. Also represented by MARK YEH.

TYSON K. HOTTINGER, Maschoff Brennan, Irvine, CA, for defendants-appellees. Also represented by JARED J. BRAITHWAITE, Salt Lake City, UT; ROBERT PARRISH FREEMAN, JR., Park City, UT. ______________________

Before LOURIE, O’MALLEY, and CHEN, Circuit Judges. Case: 20-1132 Document: 35 Page: 2 Filed: 08/27/2020

CHEN, Circuit Judge. Plaintiff-appellants Steve Neville, Substructure Sup- port, Inc., and TDP Support, Inc. (collectively, “Substruc- ture”) appeal the district court’s ruling of summary judgment that certain accused products of Foundation Con- structors, Inc. and Foundation Pile, Inc. (“Foundation”) do not infringe claims 1, 2, 4, 6–9, 16–20, 22–30, 32, and 33 of U.S. Patent No. 7,914,236 and claims 1–6, 25–29, 31, and 39 of U.S. Patent No. 9,284,708. We affirm. BACKGROUND The ’708 patent and its parent ’236 patent relate to foundation piles, which are tubular structures placed into the ground to provide stability for the foundations built over them. Such foundation piles can be driven into the ground through direct application of force (similar to a hammer and nail), or through rotational torque (like a screwdriver and screw). The claimed inventions are di- rected to the latter, screw-type, foundation pile. The spec- ification explains that rotational torque is applied through a “helical flight” at the tip of the foundation pile, which “draws the pile into a soil bed” and is depicted in the figures as a structure similar to the helical structure of a screw. ’236 patent at col. 4 ll. 3–6, Fig. 1. The tip of the foundation pile, or pile tip, contains an end plate—a “bottom surface” that “caps off the end of the conical body of the pile tip [], closing it off from the soil in which it is to be placed.” Id. at col. 4 ll. 26–28, col. 6 ll. 57– 59. The surface of the end plate exerts forces “on the sur- rounding soil bed as it is driven into the soil.” Id. at col. 7 ll. 28–35; see also id. at Fig. 7 (illustrating “force vectors” depicted as arrows from end plate 79 to the surrounding soil). “Likewise, the surrounding soil bed exerts reaction forces on the pile tip [] in response” to the end plate. Id. at col. 7 ll. 35–37. But because the reactionary forces from the surrounding soil “are not of as great a magnitude” as with prior pile systems, “the disturbance to the soil surrounding Case: 20-1132 Document: 35 Page: 3 Filed: 08/27/2020

NEVILLE v. FOUNDATION CONSTRUCTORS, INC. 3

the pile [] is minimized as the pile [] is sunk into the soil bed.” Id. at col. 7 ll. 35–44. As a result, the invention’s pile tip converts rotational torque into a downward force ap- plied to the soil by the surface of the end plate in a way that minimizes “disturbance to the soil surrounding the pile,” with the result that the “surrounding soil [is] packed tighter and therefore provide[s] a more solid support for the pile [], leading to greater ultimate load capacities.” Id. at col. 7 ll. 35–48. Some embodiments provide an attachment that pro- trudes from the surface of the end plate to help “break up the soil.” Id. at col. 7 ll. 4–27 (describing the addition of cutting teeth, a point shaft, or an “extended shaft thinner in diameter than the end plate” which “extend[s] out axi- ally from the end plate”); see also id. at Figs. 1, 4–6. Fig. 1 below illustrates a pile tip 10 including both an end plate 19 and protruding attachments (i.e., point shaft 17 and cut- ter teeth 18). As previously explained, point shaft 17 and cutter teeth 18 break up the underlying soil while down- ward force is applied through helical flight 15 and the sur- face of end plate 19. Case: 20-1132 Document: 35 Page: 4 Filed: 08/27/2020

Id. at Fig. 1. The parties dispute the construction of two claim limi- tations relating to the “end plate,” which separate the claims at issue into two groups. The first set of claims require an “end plate having a substantially flat surface disposed perpendicular to the centerline of the tubular pile.” Claim 1 of the ’236 patent is representative: 1. A screw pile substructure support system, com- prising: a tubular pile having a centerline and a first diam- eter, wherein the tubular pile comprises a first Case: 20-1132 Document: 35 Page: 5 Filed: 08/27/2020

NEVILLE v. FOUNDATION CONSTRUCTORS, INC. 5

cylindrical section and a second cylindrical section attached by a weld; a substantially conically shaped pile tip sharing a centerline with the tubular pile, the substantially conically shaped pile tip having a first end and a second end, the first end being connected to the tubular pile and having a second diameter; a helical flight attached to an exterior surface of the substantially conically shaped pile tip, wherein the helical flight extends along the exterior surface for a distance of at least one third of a circumference of the substantially conically shaped pile tip; and an end plate fixedly attached to the second end of the pile tip, the end plate having a substantially flat surface disposed perpendicular to the centerline of the tubular pile; wherein the first diameter is substantially similar to the second diameter. ’236 patent at claim 1 (emphasis added). The second set of claims require “at least one protru- sion extending outwardly from the end plate.” Claim 1 of the ’708 patent is representative: 1. A screw pile substructure support system com- prising: a tubular pile having a centerline and a substan- tially constant diameter throughout a length of the tubular pile; and a pile tip comprising: a tapered portion comprising a first end having a first diameter and a second end having a second di- ameter, wherein the first diameter is greater than the second diameter and about equal to the Case: 20-1132 Document: 35 Page: 6 Filed: 08/27/2020

diameter of the tubular pile, and wherein the first end is attached to the tubular pile; a first helical flight attached to and extending along an exterior surface of the tapered portion; an end plate closing the second end of the tapered portion; and at least one protrusion extending outwardly from the end plate. ’708 patent at claim 1 (emphasis added). The district court granted summary judgment of non- infringement as to accused products having Foundation’s ED2M and ED3 pile tips, concluding that these accused products did not include any “end plate” to a pile tip as claimed. J.A. 14. In particular, the district court found that the accused ED2M and ED3 pile tips “lack (1) an end plate having a substantially flat surface and (2) an end plate with at least one protrusion extending outwardly from it.” Id. The ED2M and ED3 pile tips are substantially the same for the purposes of this appeal and will be re- ferred to jointly as the ED2M/ED3 pile tip. 1 The parties’ claim construction disputes are best illus- trated by reference to the accused ED2M/ED3 pile tip. As shown in an annotated photograph provided by Substruc- ture’s expert, Substructure alleges that a horizontal slice of the accused pile tip is the claimed “end plate”:

1 The ED2M and ED3 pile tips differ only with re- spect to the widths of the helical flights on the exterior of the pile tip. J.A. 2457. Case: 20-1132 Document: 35 Page: 7 Filed: 08/27/2020

NEVILLE v.

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972 F.3d 1350, Counsel Stack Legal Research, https://law.counselstack.com/opinion/neville-v-foundation-constructors-inc-cafc-2020.