Gillespie v. Dywidag Systems International

501 F.3d 1285, 84 U.S.P.Q. 2d (BNA) 1051, 2007 U.S. App. LEXIS 21274, 2007 WL 2493339
CourtCourt of Appeals for the Federal Circuit
DecidedSeptember 6, 2007
Docket2006-1382
StatusPublished
Cited by7 cases

This text of 501 F.3d 1285 (Gillespie v. Dywidag Systems International) 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
Gillespie v. Dywidag Systems International, 501 F.3d 1285, 84 U.S.P.Q. 2d (BNA) 1051, 2007 U.S. App. LEXIS 21274, 2007 WL 2493339 (Fed. Cir. 2007).

Opinion

NEWMAN, Circuit Judge.

Dywidag Systems International, USA appeals the decision of the United States District Court for the District of Utah, entering final judgment that claims 1-5, 8, 9, and 11 of Harvey D. Gillespie’s U.S. Patent No. 5,230,589, and claim 15 of Gillespie’s U.S. Patent No. 5,259,703, are literally infringed by Dywidag’s mine roof bolt. 1 We modify the claim construction, and conclude that on the modified construction, literal infringement cannot be found. Accordingly, the judgment of infringement is reversed.

The Patented Invention

The patented invention is a mine roof bolt. It is known to reinforce and support the rock formation above a mine roof by *1287 installing long bolts in bore holes in the rock. The Gillespie bolt is made of steel cable with various structural components, as described in the “Summary of the Invention”:

The improved mine roof bolt of the present invention is constructed of a length of pre-stressed, multi-strand steel cable, commonly formed of six individual pre-stressed steel strands spirally wrapped around a seventh steel strand. The head of the bolt is formed by positioning a two-piece tapered plug around the stranded steel cable at one end, and then slipping a hexagonal- or other drive-headed internally tapered collar around the tapered plug. Pressing the internally tapered hexagonal head collar down over and' against the two-piece tapered plug urges serrations on the interior circumference of the plug sections to “bite” into the stranded steel cable to form a rigid hexagonal bolt head on the cable that further tightens against the steel strands as tension is applied to the mine roof bolt.

'589 Patent, col. 2, line 65-col. 3, line 11.

The invention is described as solving several problems associated with the use of mine roof bolts. Such bolts may be several feet long, and in the threaded rod systems of the prior art, very long bolts were assembled by coupling shorter sections of threaded rod, using couplers into which the rods were screwed. Since these couplers necessarily have a larger diameter than the threaded rods themselves, larger bore holes were necessary, with attendant loss of support strength and requiring larger amounts of adhesive resin to fill the space surrounding the bolt. In contrast, the system of the '589 and '703 patents provides roof bolts that can be constructed to the desired length without the need for couplers. This permits the assembly of bolts of any length at the mine site. Mr. Gillespie explains that in operation a hole the length of the bolt is drilled into the rock of the mine roof and a packet of adhesive is inserted into the hole, followed by the bolt. When the collar is turned by a driving tool, the turning and advancing of the bolt breaks the packet of adhesive, mixing and distributing the adhesive in the bore hole, thereby contributing to anchoring the bolt in the rock.

Claim 1 of the '589 patent was taken as representative, with emphases added to the claim terms at issue:

1. A mine roof bolt comprising:
(a) a length of multi-strand cable defining a bolt shank;
(b) a tapered plug comprising a body portion having an internal bore and a frusto-conical outer surface essentially concentric with said internal bore, said tapered plug being mounted about an end of said cable at said internal bore; and
(c) an internally tapered drive collar having a frusto-conical inner surface that engages said frusto-conical outer surface of said tapered plug, and having an outer surface defining a drive head that accepts a driving mechanism for rotating and linearly translating said bolt, wherein said tapered plug is mounted on an end of said cable, and said drive collar is pressed down upon said tapered plug, forcing said tapered plug against said cable, such that said drive collar, said tapered plug, and said cable, when fitted tightly together, define said mine roof bolt.

Claim 15 of the '703 patent, a continuation of the '589 patent, is as follows:

15. A mine roof bolt comprising:
*1288 (a) a length of multi-strand cable defining a bolt shank;
(b) a tapered plug comprising a body portion having an internal bore and a frusto-conical outer surface essentially concentric with said internal bore, said tapered plug being mounted about an end of said cable at said internal bore;
(c) an internally tapered drive collar having a frusto-conical inner surface that engages said frusto-conical outer surface of said tapered plug, and having an outer surface defining a drive head that accepts a driving mechanism for rotating and linearly translating said bolt, wherein said tapered plug is mounted on an end of said cable, and said drive collar is pressed down upon said tapered plug, forcing said tapered plug against said cable, such that said drive collar, said tapered plug, and said cable, when fitted tightly together, define said mine roof bolt; and
(d) a stiffner sleeve mounted on said cable adjacent said drive collar for minimizing buckling of said cable as said mine roof bolt is being inserted into a bore hole, and for protecting said cable from damage from a mine roof bolt plate as said mine roof bolt is being rotated into a bore hole.

The accused Dywidag device was conceded to meet all of the claim limitations literally except for the drive collar of claim clause (c), and specifically the meaning of “drive collar ... having an outer surface defining a drive head.” Both patents describe as the preferred embodiment a drive collar 26 configured in hexagonal shape as shown in Figure 2, and shown in section in Figure 1:

[[Image here]]
[[Image here]]

According to the specification’s description of the drive collar, “a square head or any other shaped head that accepts a mine roof bolt driver mechanism and boom should function adequately for the intended purpose.” '589 Patent at 3:38-58. Gillespie argued, and the district court ruled, that the collar is not limited to the hexagonal *1289 shape in the drawing. However, the issue was whether the drive collar and its “outer surface” are correctly construed to include the Dywidag structure for turning the bolt.

In the Dywidag structure, instead of a drive collar that surrounds the tapered plug, the Dywidag cable bolt is rotated by way of a key socket recessed in the end of the bolt head. This structure was pictured as follows:

[[Image here]]

Dywidag conceded that this was its only difference from the Gillespie structure; that all other claim elements are contained in the Dywidag bolt.

Dywidag points out that Gillespie’s claims define a bolt having a “drive collar ...

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501 F.3d 1285, 84 U.S.P.Q. 2d (BNA) 1051, 2007 U.S. App. LEXIS 21274, 2007 WL 2493339, Counsel Stack Legal Research, https://law.counselstack.com/opinion/gillespie-v-dywidag-systems-international-cafc-2007.