SME Steel Contractors v. Seismic Bracing

CourtDistrict Court, D. Utah
DecidedMarch 24, 2020
Docket2:17-cv-00702
StatusUnknown

This text of SME Steel Contractors v. Seismic Bracing (SME Steel Contractors v. Seismic Bracing) is published on Counsel Stack Legal Research, covering District Court, D. Utah primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
SME Steel Contractors v. Seismic Bracing, (D. Utah 2020).

Opinion

IN THE UNITED STATES DISTRICT COURT FOR THE DISTRICT OF UTAH

SME STEEL CONTRACTORS, INC., a Utah corporation, and CORE-BRACE, LLC., a MEMORANDUM DECISION AND Utah limited liability company, ORDER CONSTRUING CLAIMS

Plaintiffs, 2:17-cv-702-RJS-EJF

v. Chief District Judge Robert J. Shelby SEISMIC BRACING COMPANY, a Utah limited liability company, and ANDREW J. Magistrate Judge Evelyn J. Furse HINCHMAN, an individual,

Defendants.

Plaintiff SME Steel Contractors, Inc., brought this patent infringement action against Defendants Seismic Bracing Company, LLC, and Andrew Hinchman.1 Plaintiff alleges Defendants’ device infringes on Plaintiff’s patent for buckling-restrained braces (BRBs). Before considering infringement, however, the court must construe certain terms essential to understanding the scope of the relevant patent’s claims. Before the court are the parties’ Cross- Motions for Claim Construction.2 After hearing from the parties during a Markman hearing, and for the reasons explained below, the court GRANTS in part and DENIES in part the parties’ respective Motions.

1 Although Core-Brace, LLC is also a plaintiff in this action, only SME Steel asserts a patent infringement claim. See Dkt. 63 (Second Am. Compl.) ¶¶ 91–98. 2 Dkts. 76, 83. BACKGROUND I. Patented Technology SME owns by assignment the patent in dispute, U.S. Patent No. 7,174,680 (°680 Patent).? The ’680 Patent is for an improved buckling-restrained brace (BRB), which is a structural brace implemented in steel frame buildings to minimize the effects of earthquakes.* In its most basic form, a BRB consists of a steel core that runs through a concrete-filled bracing element.> A BRB is displayed below in Figure A.° Figure A

Ta, os Se ta pool < a a . ss ee a wi

= SS □ ‘ ae Ae ee 10 Fig. 1 i i ee Ig Se | Sys Ss a □ & A S\N wd" se a ee = 107

3 See generally Dkt. 63 { 13. 4 See generally Dkt. 79 (Joint Appendix), Appx. 010 at 1:32-36; 1:18-31. Hereinafter, all citations to “Appx.” refer to the Joint Appendix at Dkt. 79. 5 Id. at 1:36-39. Figure A is reproduced from Figure | of the ’680 Patent. Appx. 003.

BRBs absorb seismic forces from earthquakes that would otherwise be exerted on a structure through plastic deformation. When an earthquake occurs, the steel core running through the middle of the BRB compresses or elongates without buckling.7 To absorb the seismic forces without destroying the BRB, the steel core must be free to move independently of the bracing element (i.e., the concrete-filled outer steel frame).8 When manufacturing a BRB,

the steel core must therefore be prevented from bonding with the bracing element.9 This separation of steel core and bracing element allows the steel core to absorb seismic energy from the ends of the BRB without conveying that energy to the bracing element.10 The ’680 Patent’s Background of the Invention section explains that prior art for BRBs teaches use of an asphaltic rubber layer to prevent bonding between the core member and the bracing element.11 The ’680 Patent identifies two problems with this method: (1) the compression and elongation of the steel core during seismic movement shears the asphaltic rubber layer, and (2) the manufacture of the BRB becomes more complex because special care must be taken to ensure the rubber layer is the correct thickness.12

The ’680 Patent retains the same basic BRB structure but modifies how the steel core and bracing element are separated. First, a “bearing member” is coupled to the cement layer “to limit the amount of friction caused by the movement of [the] core member [] relative to . . . the

7 Id. at 1:18–31, 41–43. 8 Id. at 1:56–58. 9 Id. at 1:58–61. 10 Id. at 1:61–65. 11 Id. at 2:1–4. 12 Id. at 2:7–9, 23–30. The thickness of the rubber layer affects the performance of the BRB. See id. 3 buckling restraining assembly.”'? Second, an “air gap” is “positioned between” the core member and any bearing member “to prevent bonding of the core member [] to the buckling restraining assembly [].”!* The spatial relationship among the bearing member, core member, and air gap is displayed below in Figure B, which shows a cross-section of a BRB.!° Figure B

poses nearer thes. sf Soa Air Gay Hearing : tH Member i

F

Core Meneher ts le

II. Asserted Independent Claims Plaintiff alleges Defendants’ device infringes independent claims 1, 9, 18, 26, and 27. Save for Claim 27, Claim | is representative of each of the asserted claims:

... at least two separate bearing members each of which is interposed between the rigid layer and the core member so that one side of the bearing member is in direct contact with the rigid layer, and an opposite side of the bearing member is not in direct contact with the core member such that an air gap is formed between the core member and the bearing members... .'°

13 Appx. 012 at 6:22-26. 14 See id. at 6:60-61; Appx. 013 at 7:8-9. 'S Figure B is an annotated version of Figure 3 from the ’680 Patent. Appx. 005; see also Dkt. 78 at 6. 16 Appx. 015-016, Claim 1 (emphasis added).

Claim 27 differs from the other four asserted independent claims by employing the phrase “positioned between” instead of “formed between”: . . . a plurality of bearing members interposed between the rigid layer and the core member wherein a first bearing member is positioned adjacent to a core member first side and a second bearing member is positioned adjacent a core member second side, such that an air gap is positioned between the first bearing member and the core member first side and an air gap is positioned between the second bearing member and the core member second side, one side of each bearing member is in direct contact with the rigid layer.17

III. Prosecution History The patent examiner initially rejected Claims 1-15, 20-25, and 48-55 of the ’680 Patent in light of two prior art references: Takeuchi, et al. (U.S. Patent No. 6,826,874) and Fannuci, et al. (U.S. Patent No. 6,530,182).18 Takeuchi taught the use of a thin, membrane-like film to separate the core member and “cementious rigid layer,” and Fanucci introduced placing a gap between the core member and the bearing member.19 The examiner concluded “[i]t would have been obvious to one having ordinary skill in the art at the time of the invention to modify Takeuchi et al to show an air gap between the core and the bearing member because having an air gap between the bearing members and the core would significantly increase the failure load of the supporting structure as taught by Fanucci et al.”20 SME advanced three arguments in response: (1) the Takeuchi patent included a single bearing, whereas the ’680 Patent (as amended) included at least two separate bearings; (2) Takeuchi did not teach using an air gap, as the adhesion-preventive film served the purpose

17 Appx. 017 at 15:26–16:3 (emphasis added). 18 Appx. 105. 19 See Appx. 105–106. 20 Appx. 106. 5 of preventing the steel center from adhering to the cementitious layer; and (3) the film taught by Takeuchi “is not a bearing.”21 Concerning the second point, SME explained, As noted by the examiner, Takeuchi fails to teach or suggest the use of an air gap between the core member and the buckling restraining assembly to prevent bonding of the assembly to one or more portions of the core member. . . . Takeuchi teaches the use of an adhesion-preventive film to serve the purpose of preventing the steel center member from adhering to the concrete. Therefore, there is no motivation to incorporate an air gap into Takeuchi in order to accomplish the same purpose. Indeed, the use of an air gap would defeat the purpose of the adhesion-preventive film.22

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SME Steel Contractors v. Seismic Bracing, Counsel Stack Legal Research, https://law.counselstack.com/opinion/sme-steel-contractors-v-seismic-bracing-utd-2020.