UTILITY CONCRETE PRODUCTS, LLCDownload PDFPatent Trials and Appeals BoardAug 12, 20212021000900 (P.T.A.B. Aug. 12, 2021) Copy Citation UNITED STATES PATENT AND TRADEMARK OFFICE UNITED STATES DEPARTMENT OF COMMERCE United States Patent and Trademark Office Address: COMMISSIONER FOR PATENTS P.O. Box 1450 Alexandria, Virginia 22313-1450 www.uspto.gov APPLICATION NO. FILING DATE FIRST NAMED INVENTOR ATTORNEY DOCKET NO. CONFIRMATION NO. 13/835,100 03/15/2013 THOMAS HERATY 45325-127502US 4442 30567 7590 08/12/2021 Levenfeld Pearlstein, LLC Intellectual Property Department 2 North LaSalle Suite 1300 Chicago, IL 60602 EXAMINER CHU, KATHERINE J ART UNIT PAPER NUMBER 3671 NOTIFICATION DATE DELIVERY MODE 08/12/2021 ELECTRONIC Please find below and/or attached an Office communication concerning this application or proceeding. The time period for reply, if any, is set in the attached communication. Notice of the Office communication was sent electronically on above-indicated "Notification Date" to the following e-mail address(es): IPDOCKET@LPLEGAL.COM PTOL-90A (Rev. 04/07) UNITED STATES PATENT AND TRADEMARK OFFICE _______________ BEFORE THE PATENT TRIAL AND APPEAL BOARD _______________ Ex parte THOMAS HERATY _______________ Appeal 2021-000900 Application 13/835,100 Technology Center 3600 _______________ Before NATHAN A. ENGELS, JAMES W. DEJMEK, and AMEE A. SHAH, Administrative Patent Judges. DEJMEK, Administrative Patent Judge. DECISION ON APPEAL Appellant1 appeals under 35 U.S.C. § 134(a) from a Final Rejection of claims 1, 4–13, 26–31, 37, 43, and 44. Appellant has canceled claims 2, 3, and 14–25. See Appeal Br. 38–42. Claims 32–36, 38–42, and 45–50 are withdrawn from consideration.2 See Final Act. 2. We have jurisdiction over the remaining pending claims under 35 U.S.C. § 6(b). 1 Throughout this Decision, we use the word “Appellant” to refer to “applicant” as defined in 37 C.F.R. § 1.42 (2019). Appellant identifies Utility Concrete Products, Inc. as the real party in interest. Appeal Br. 1. 2 Appellant notes that the Examiner withdrew from consideration the identified claims “over Appellant’s objection.” Appeal Br. 2. As set forth in Manual of Patent Examining Procedure (“MPEP”) § 818.01(c) (9th ed., Rev. Appeal 2021-000900 Application 13/835,100 2 We affirm. STATEMENT OF THE CASE Introduction Appellant’s disclosed and claimed invention generally relates to a precast concrete retaining wall. Spec. ¶ 1. In a disclosed embodiment, the retaining wall is formed by joining two precast modules—specifically, (i) a first module comprising a face panel and at least one counterfort, extending perpendicularly from the face panel, and (ii) a second module serving as a base platform. Spec. ¶¶ 36–37, 39, 42, Fig. 3. Claim 1 is representative of the subject matter on appeal and is reproduced below: 1. A precast concrete retaining wall assembly comprising: a first module comprising a precast concrete face panel having a length in a first direction, opposed front and rear surfaces and at least one integral counterfort extending from the rear surface of the face panel in a second direction substantially perpendicular to the first direction, wherein said first module includes reinforcement bars, the at least one counterfort having an anchor member precast therein, the anchor member having an exposed end extending from a bottom surface of the counterfort; 10.2019, June 2020), “[a]fter a final requirement for restriction, the applicant, in addition to making any reply due on the remainder of the action, may petition the Director to review the requirement.” In addition, any such petition must be filed no later than the filing date of the Notice of Appeal. MPEP § 818.01(c). As such, the Examiner’s withdrawal of certain claims from consideration is not properly before the Board. See MPEP § 706.01 (“[T]he Board will not hear or decide issues pertaining to objections and formal matters which are not properly before the Board.”); see also MPEP § 1201 (“The Board will not ordinarily hear a question that should be decided by the Director on petition . . . .”). Appeal 2021-000900 Application 13/835,100 3 a second module comprising a unitary precast concrete base platform having a top surface and peripheral edges, wherein said second module includes reinforcement bars the top surface of the base platform having a downwardly extending substantially linear precast grout pour opening having a substantially tapered cross-section along its length, the grout pour opening being spaced inward from the peripheral edges of the base platform and being sized to receive the exposed end of the anchor member, the precast concrete base platform having a width in the first direction corresponding to the length of the face panel; means for preventing the base platform from sliding after surcharge loads are applied, and wherein the first and second modules are separate, individual modules that are not attached to one another upon being precast, the first and second modules being configured so that the face panel and the at least one integral counterfort of the first module are positionable on the top surface of the precast concrete base platform such that the second module serves as a precast platform to support the entire length of the face panel and the at least one counterfort, the first and second modules being securable to one another by a grouted connection separate from the precast concrete forming the first and second modules, the grouted connection being formed by introducing grout into the grout pour opening to form around the exposed end of the anchor member to bind the anchor member within the grout pour opening, the grouted connection permanently joining the precast face panel upright on the precast base platform such that the precast face panel and precast base platform are secured perpendicularly to one another with the length of the face panel supported along the top surface of the precast base platform, said connection between precast modules being able to resist a horizontal force applied to the rear surface of the face panel by backfill material to hold the first module upright relative the second module. Appeal 2021-000900 Application 13/835,100 4 The Examiner’s Rejections 1. Claims 1, 4–7, and 10–13 stand rejected under pre-AIA 35 U.S.C. § 103(a) as being unpatentable over Vidal et al. (US 4,911,585; Mar. 27, 1990) (“Vidal”); Benson et al. (US 4,572,711; Feb. 25, 1986) (“Benson”); D.L. Araújo & M.K. El Debs, Beam-Slab Connection in Precast Bridge Decks with Pockets Filled Out with High-Performance Concrete and Shear Key, 1 IBRACON Structural Journal 1–28 (Sept. 2005) (“Araújo”); and Examiner’s taking of Official Notice. Final Act. 3–7. 2. Claims 8, 9, 26–31, 37, 43, and 44 stand rejected under pre- AIA 35 U.S.C. § 103(a) as being unpatentable over Vidal, Benson, Araújo, the Examiner’s taking of Official Notice, and Budge (US 6,523,312 B2; Feb. 25, 2003). Final Act. 7–17. ANALYSIS3 Rejection of claims 1, 4–7, and 10–13 The Examiner’s rejection of independent claim 1, inter alia, relies on the combined teachings of Vidal, Benson, and Araújo. See Final Act. 3–6. We begin our analysis with a brief review of these references. 3 Throughout this Decision, we have considered the Appeal Brief, filed March 13, 2020 (“Appeal Br.”); the Reply Brief, filed November 17, 2020 (“Reply Br.”); the Examiner’s Answer, mailed September 17, 2020 (“Ans.”); and the Final Office Action, mailed August 13, 2019 (“Final Act.”), from which this Appeal is taken. In addition we have considered the various declarations provided in support of a conclusion of nonobviousness, i.e., the First Declaration of Thomas Heraty, dated October 16, 2015 (“First Heraty Decl.”); the Second Declaration of Thomas Heraty, dated May 4, 2016 (“Second Heraty Decl.”); the Third Declaration of Thomas Heraty, dated July 5, 2016 (“Third Heraty Decl.”); and the Fourth Declaration of Thomas Heraty, dated October 26, 2018 (“Fourth Heraty Decl.”). Appeal 2021-000900 Application 13/835,100 5 Vidal generally describes a retaining wall system. Vidal, col. 1, l. 4. Figure 1 of Vidal is illustrative and is reproduced below: Figure 1 of Vidal is a side view of a described retaining wall “having a precast traffic barrier.” Vidal, col. 7, ll. 18–19. As shown, Vidal’s retaining wall comprises a facing panel (2), and a plurality of counterforts (3). Vidal, col. 7, ll. 41–43. In addition, Vidal describes the facing panel (2) has a pair of laterally spaced legs (4) and the counterforts (3) have a plurality of downwardly extending reinforcing bars (5). Vidal, col. 7, ll. 44–46. Still further, Vidal describes the retaining wall structure (1) includes a shear key (7) located beneath the panel legs (4). Vidal, col. 7, ll. 49–52. In a disclosed embodiment, Vidal describes that the facing panel (2) and counterforts (3) “are cast in a single pour.” Vidal, col. 9, ll. 21–23, col. 10, ll. 11–15; see also Vidal, col. 4, ll. 14–15 (“[t]he counterforts according to the invention may be cast integrally with the facing”), col. 4, ll. 18–20. Benson generally describes a retaining wall system comprising “a support structure formed from standard concrete Tee forms.” Benson, Abstr. Appeal 2021-000900 Application 13/835,100 6 Benson describes using “precast concrete forms.” Benson, col. 3, ll. 30–34. In particular, Benson discloses a retaining wall system that may be assembled at an installation location from a plurality of modular components. Benson, col. 3, ll. 65–68. Benson teaches a modular design “allows the individual pieces to be shipped prior to assembly in a simple and easy manner from a precasting concrete plant where the support structure is formed from commonly available precast concrete forms.” Benson, col. 3, ll. 30–34. Benson teaches the modular components may include a precast base member. Benson, col. 4, l. 63–col. 5, l. 12. Araújo teaches the connection of precast concrete elements in which one of the elements comprises an exposed anchor bar and the other element comprises a tapered opening to accept grout such that, when the elements are properly oriented, grout may be poured into the opening (i.e., pocket) and, once cured, the elements become connected together. See Araújo, Fig. 1. The Examiner finds, inter alia, Vidal teaches a concrete retaining wall system comprising a precast first module, the module comprising a precast face panel and at least one integral counterfort extending substantially perpendicular to the face panel. Final Act. 3 (citing Vidal, col. 4, ll. 14–17, 46–48, Figs. 1, 3, 4). The Examiner also finds Benson teaches a retaining wall system comprising a precast base platform. Final Act. 4 (citing Benson, col. 3, ll. 30–32, col. 5, ll. 3–4). The Examiner explains “[i]t would have been obvious to one of ordinary skill in the art to modify Vidal’s base to be precast instead of cast-in-place as an alternate method of forming the base in view of Benson’s disclosure.” Final Act. 4. The Examiner relies on Araújo to teach the connection of two precast concrete modules “with one element Appeal 2021-000900 Application 13/835,100 7 having an exposed anchor bar and the other element having tapered openings . . . to accept grout.” Final Act. 4 (citing Araújo, Fig. 1). Appellant acknowledges that Vidal teaches a precast concrete module comprising a face panel and counterforts. Appeal Br. 11–12. However, Appellant argues that Benson’s teachings “are limited to disclosing connection between members of a support frame/structure that is used to hold prestressed wall segments” in place rather than a wall segment (i.e., face panel) such as that taught by Vidal. Appeal Br. 12–18; Reply Br. 1–4. Appellant asserts the particular base platform taught by Benson “serves as a support for the support frame only and does not correspond to a base platform which would be capable of supporting and/or holding upright a wall module comprised of a face panel and integral counterfort(s).” Appeal Br. 16. Further, Appellant argues that it would not have been trivial to use Benson’s precast base with Vidal’s precast wall module. Appeal Br. 18–20; Reply Br. 2–4. Appellant additionally asserts the Examiner’s proposed combination of Vidal and Benson relies on impermissible hindsight. Appeal Br. 20–21. In addition, Appellant argues Araújo “has nothing to do with a retaining wall” and instead describes connection of a precast beam to a precast slab in bridge decks. Appeal Br. 21–22. Moreover, Appellant argues the openings (or pockets) in Araújo are located on the top of the structure such that the connectors are exposed from the top and that one of ordinary skill in the art would not be able to apply Araújo’s teaching of joining two concrete modules together by inserting a connector extending from one module into an opening of a second module and filling the opening with grout to the joining of two precast concrete modules in a retaining wall Appeal 2021-000900 Application 13/835,100 8 application without significant reengineering effort. Appeal Br. 22–24. Appellant also asserts the Examiner’s proposed combination of Araújo, Vidal, and Benson relies on impermissible hindsight. Appeal Br. 25. The test for obviousness is not whether the features of one reference may be bodily incorporated into another reference. In re Bozek, 416 F.2d 1385, 1390 (CCPA 1969); In re Mapelsden, 329 F.2d 321, 322 (CCPA 1964). The relevant inquiry is whether the claimed subject matter would have been obvious to those of ordinary skill in the art in light of the combined teachings of those references. See In re Keller, 642 F.2d 413, 425 (CCPA 1981). “Combining the teachings of references does not involve an ability to combine their specific structures.” In re Nievelt, 482 F.2d 965, 968 (CCPA 1973). Here, Appellant’s arguments focus on combining the particular structures of Benson and Araújo (i.e., Benson’s base platform and Araújo’s implementation of top-sided pockets) with the retaining wall of Vidal rather than on the combined teachings of Vidal, Benson, and Araújo, as relied on by the Examiner. As the Examiner explains, Vidal already teaches, inter alia, a base platform (albeit a base platform that is cast-in-place) having the capability to support the precast face panel with integrated counterfort module. See Ans. 3–4. Benson was relied on for the teaching that components of a retaining wall—particularly, a base platform—could be precast instead of cast-in-place. See Ans. 3–4. Additionally, the Examiner explains that Araújo was relied on for the limited teaching of “a known way to connect two perpendicular concrete sections.” Ans. 5. The Examiner further notes Appeal 2021-000900 Application 13/835,100 9 that the rejection does not rely on Araújo’s location of the pockets (i.e., on the top of the structure). Ans. 5. Based on our review of the prior art references (discussed above), we agree with the Examiner’s findings and further determine that the findings are supported by substantial evidence. Moreover, we disagree that the Examiner’s proposed combination relies on impermissible hindsight. It is improper to base a conclusion of obviousness upon facts gleaned only through hindsight. To draw on hindsight knowledge of the patented invention, when the prior art does not contain or suggest that knowledge, is to use the invention as a template for its own reconstruction—an illogical and inappropriate process by which to determine patentability. Sensonics Inc. v. Aerosonic Corp., 81 F.3d 1566, 1570 (Fed. Cir. 1996) (citing W.L. Gore & Assoc. v. Garlock, Inc., 721 F.2d 1540, 1553 (Fed. Cir. 1983)). However, [a]ny judgment on obviousness is in a sense necessarily a reconstruction based upon hindsight reasoning, but so long as it takes into account only knowledge which was within the level of ordinary skill at the time the claimed invention was made and does not include knowledge gleaned only from applicant’s disclosure, such a reconstruction is proper. In re McLaughlin, 443 F.2d 1392, 1395 (CCPA 1971). Here, the Examiner does not rely on information gleaned only from Appellant’s Specification in reaching the legal conclusion of obviousness. Specifically, the Examiner notes that Benson sets forth the benefits of using precast components (see, e.g., Ans. 4) and that it would therefore have been obvious to modify Vidal’s base to be precast instead of being cast-in-place (see Final Act. 4). Additionally, Araújo is relied on to teach a known method of connecting two precast concrete modules (i.e., the retaining wall Appeal 2021-000900 Application 13/835,100 10 structure of Vidal, as modified by Benson’s teaching of using a precast base platform). See Ans. 5–6. Because the Examiner does not rely on knowledge gleaned only from Appellant’s Specification, we disagree with Appellant that the Examiner’s proposed combination is based on impermissible hindsight. In addition, we are not persuaded by Appellant’s arguments (see, e.g., Appeal Br. 19–20, 23–24) that the proposed modifications to Vidal (or Vidal, as modified by Benson) would require undue engineering and modification. Appellant directs our attention to the concerns raised by Mr. Heraty in paragraphs 21 through 26 of the First Heraty Declaration. See Appeal Br. 19. It is alleged that these paragraphs detail the “drawbacks and difficulties when designing a retaining wall utilizing a precast base.” Appeal Br. 19. As an initial matter, it is well settled that mere attorney arguments and conclusory statements, which are unsupported by factual evidence, are entitled to little probative value. In re Geisler, 116 F.3d 1465, 1470 (Fed. Cir. 1997); see also In re Pearson, 494 F.2d 1399, 1405 (CCPA 1974) (attorney argument is not evidence). Further, regarding statements in the Declarations of Mr. Heraty, our reviewing court has found a declaration provided by an inventor is by nature self-serving, and is therefore accorded little, if any, evidentiary weight. See, e.g., Reese v. Hurst, 661 F.2d 1222, 1239 (CCPA 1981) (discussing the weight to be given to self-serving declarations made by an inventor in an interference proceeding). In his declaration Mr. Heraty identifies several areas of consideration in using a precast concrete retaining wall. First Heraty Decl. ¶ 21. These areas include: (i) the possibility of the base shifting after being backfilled; Appeal 2021-000900 Application 13/835,100 11 and (ii) the joint between the face panel and the base being a critical stress point for moment and shear forces. First Heraty Decl. ¶ 21. To address these concerns, Mr. Heraty states that increasing the friction of the underside of the base platform may prevent sliding or shifting of the base. First Heraty Decl. ¶ 22. In addition, Mr. Heraty states that providing a shear key in the upper surface of the base platform may solidify the joint between the face panel and the base platform. First Heraty Decl. ¶ 23. Still further, Mr. Heraty states that “[i]mproved accommodation of lateral earth forces is also addressed by providing integrally formed reinforcing counterforts behind the wall and by further providing grouted connection points between the underside of the counterforts and top surface of the base.” First Heraty Decl. ¶ 24. In rejecting the claims, the Examiner took Official Notice “that it is old and well known to provide a textured surface on the bottom surface of a base to allow for increased friction for a better hold.” Final Act. 5. Appellant did not traverse the Examiner’s assertion of Official Notice and such facts are properly considered admitted prior art. See MPEP § 2144.03(C). Moreover, the prior art teaches that use of a shear key in the top surface of a base platform sized to accommodate the bottom surface of the face panel was known to the ordinarily skilled artisan.4 See Budge, Fig. 12. Further, as discussed above, the combined teachings of the prior art teach securing the connection points between the underside of the counterforts and the top surface of the base platform. Thus, we disagree that 4 The recitation of a shear key in the top surface of the base platform was not included in independent claim 1, but is recited in dependent claim 8 and independent claims 26 and 43. Appeal 2021-000900 Application 13/835,100 12 the Examiner’s proposed combination would require undue experimentation, but is instead within the scope of the ordinarily skilled artisan’s abilities. See KSR Int’l Co. v. Teleflex Inc., 550 U.S. 398, 416 (2007) (“The combination of familiar elements according to known methods is likely to be obvious when it does no more than yield predictable results.”). Appellant also argues the Examiner failed to properly consider objective evidence of nonobviousness. Appeal Br. 26–33; Reply Br. 5–8. In particular, Appellant asserts via declarations of the inventor, Thomas Heraty, that there is evidence of commercial success and industry recognition for the claimed invention despite initial industry skepticism. Appeal Br. 26–33 (citing the various Declarations of Thomas Heraty). More specifically, Appellant argues (i) an increased market share (from 5% to 25%) for concrete retaining wall assemblies resulted from the industry’s desire for the claimed invention (Appeal Br. 26–31 (citing Second Heraty Decl. ¶¶ 10–13, 26, 28; Third Heraty Decl. ¶¶ 4–9, App.; First Heraty Decl. ¶¶ 12–20, 29–34)); (ii) there was industry skepticism and disbelief, followed by acceptance of the claimed invention (Appeal Br. 31–32 (citing First Heraty Decl. ¶¶ 27–29, 31–35)); and (iii) a retaining wall structure embodying the claimed invention won an industry award (i.e., the National Precast Concrete Association “Creative Use of Precast” award) (Appeal Br. 32–33 (citing Second Heraty Decl. ¶¶ 22–23)). In response, the Examiner determines that Appellant has not established a nexus between the objective evidence of nonobviousness and the claimed invention. Ans. 6–7. Moreover, the Examiner notes that the claims have been amended a number of times during the period in which the alleged commercial success, industry acceptance, and industry accolades Appeal 2021-000900 Application 13/835,100 13 occurred such that it is unclear whether these events are attributable to the product defined by the claims. Ans. 6. Notwithstanding what the teachings of the prior art would have suggested to an ordinarily skilled artisan at the time of the invention, the totality of the evidence submitted, including objective evidence of nonobviousness, may lead to a conclusion that the claimed invention would not have been obvious to one with ordinary skill in the art. In re Piasecki, 745 F.2d 1468, 1471–72 (Fed. Cir. 1984). Objective evidence of nonobviousness may include solving a long-felt but unsolved need, failure of others, unexpected results, commercial success, copying, licensing, industry praise, and industry skepticism. Graham v. Deere, 383 U.S. 1, 17 (1966); Transocean Offshore Deepwater Drilling, Inc. v. Maersk Drilling USA, Inc., 699 F.3d 1340, 1347, 1349–55 (Fed. Cir. 2012). The submission of objective evidence of nonobviousness “does not mandate a conclusion of patentability in and of itself.” MPEP §716.01(d) (citing In re Chupp, 816 F.2d 643 (Fed. Cir. 1987)). To accord substantial weight to objective evidence requires the finding of a nexus between the evidence and the merits of the claimed invention. In re GPAC Inc., 57 F.3d 1573, 1580 (Fed. Cir. 1995). The burden of showing that there is a nexus lies with the applicant. Demaco Corp. v. F. Von Langsdorff Licensing Ltd., 851 F.2d 1387, 1392 (Fed. Cir. 1988); see also In re Paulsen, 30 F.3d 1475, 1482 (Fed. Cir. 1994). Here, we agree with the Examiner that Appellant has not demonstrated a nexus between the claimed invention and the objective evidence of nonobviousness. “In ex parte proceedings before the Patent and Trademark Office, an applicant must show that the claimed features were Appeal 2021-000900 Application 13/835,100 14 responsible for the commercial success of an article if the evidence of nonobviousness is to be accorded substantial weight.” MPEP § 716.03(b); see also Ex parte Remark, 15 USPQ2d 1498, 1503 (BPAI 1990) (noting the evidentiary routine of shifting burdens in civil proceedings inappropriate in ex parte prosecution proceedings because the Examiner has no available means for adducing evidence); MPEP § 716.03. Moreover, as set forth in MPEP § 716.03(a): An affidavit or declaration attributing commercial success to a product or process “constructed according to the disclosure and claims of [the] patent application” or other equivalent language does not establish a nexus between the claimed invention and the commercial success because there is no evidence that the product or process which has been sold corresponds to the claimed invention, or that whatever commercial success may have occurred is attributable to the product or process defined by the claims. See Ex parte Standish, 10 USPQ2d 1454, 1458 (BPAI 1988). We note, as does the Examiner (see Ans. 6–7) that Appellant has amended the claims at least five times since the filing date of March 15, 2013. The scope of the claims was amended to include, inter alia, (i) securing the first and second modules by a grouted connection (see Amdt. 5, filed December 1, 2014); (ii) an anchor member having an exposed end extending from a bottom surface of the counterfort and the top surface of the base platform comprising a precast grout pour opening (see Amdt. 2, filed April 23, 2015); (iii) defining the grout pour opening to have a substantially tapered cross-section and means for preventing the base panel from sliding (see Amdt. 2, filed October 16, 2015); and (iv) defining that the base platform is sized to support the face panel and a counterfort and further Appeal 2021-000900 Application 13/835,100 15 defining the grouted connection of the first and second modules (see Amdt. 3, filed October 29, 2018). Appellant has not demonstrated that the commercial success of the precast retaining wall structure was due to the claimed features.5 Rather the declaration provides bare assertions of commercial success are “entirely attributable to the innovative design of the structure itself.” First Heraty Decl. ¶ 38. With respect to industry skepticism, Mr. Heraty states that the Illinois State Toll Highway Authority (“ISTHA”) expressed skepticism that the structure would conform to the technical engineering requirements and applicable industry standards. First Heraty Decl. ¶¶ 27–29. Although this may be viewed as skepticism, it may also be a standard practice of ISHTA to ensure conformance to applicable safety and industry standards by seeking assurances or performance. We note that in the Second Heraty Declaration, Mr. Heraty states that the retaining wall assembly received an industry award for above-ground structures. Second Heraty Decl. ¶¶ 22–23. However, Mr. Heraty does not provide a description of the features present in the version of the structure that was recognized. “Where the offered secondary consideration actually results from something other than what is both claimed and novel in the claim, there is no nexus to the merits of the claimed invention.” In re Kao, 639 F.3d 1057, 5 We note that in a video showing installation of the precast retaining wall, it is noted that “[o]ne of the biggest advantages of the Precast Counterfort Retaining wall system is its [sic] lends itself the ability of being backfilled using native soil.” See https://www.youtube.com/watch?v=NsKsXwEoFf4 (last visited August 4, 2021). This is not a claimed feature of the invention. Appeal 2021-000900 Application 13/835,100 16 1068 (Fed. Cir. 2011). For the reasons discussed, we do not find a nexus between the proffered objective evidence and the claimed invention. Failure to establish a nexus results in attribution of very little weight to the objective evidence. Moreover, assuming arguendo a nexus were present, and mindful that objective evidence of nonobviousness is not to be evaluated “only on its knockdown ability” but rather alongside of the facts on which a prima facie case of obviousness has been established (see Piasecki, 745 F.2d at 1472–73 (quoting In re Rinehart, 531 F.2d 1048,1052 (CCPA 1976)), we find the objective evidence would not outweigh the combined teachings of Vidal, Benson, Araújo, and the Examiner’s conclusion of obviousness. For the reasons discussed supra, we are unpersuaded of Examiner error. Accordingly, we sustain the Examiner’s rejection of independent claim 1. For similar reasons, we also sustain the Examiner’s rejection of claims 4–7 and 10–13, which depend directly or indirectly therefrom and were not argued separately. See 37 C.F.R. § 41.37(c)(1)(iv). Rejection of claims 8, 9, 26–31, 37, 43, and 44 Appellant asserts the claims “include a shear key in the second module to accept a bottom surface of the face panel of the first module.” Appeal Br. 33. Appellant disputes the Examiner’s finding that Budge teaches the claimed shear key. Appeal Br. 33–35. Further, Appellant argues Budge does not address a retaining wall comprising precast concrete modules. Appeal Br. 35. As an initial matter, Budge was not relied on to teach the retaining wall structure (i.e., the precast first and second modules secured by a Appeal 2021-000900 Application 13/835,100 17 separate connection). Further, the Examiner finds, and we agree, Budge teaches the claimed shear key. See Final Act. 12; Ans. 7. The Examiner further finds that it would have been obvious to modify the retaining wall resulting from the combined teachings of Vidal, Benson, and Araújo with Budge’s teaching of a shear key in order to provide increased stability for the face panel. Final Act. 7. Figure 12 of Budge is illustrative and is reproduced below. Figure 12 of Budge shows “a cross-sectional view of the wall forming system with notched-out masonry block at bottom of panel.” Budge, col. 4, ll. 9–10, col. 5, ll. 15–20. Although Budge does not use the term “shear Appeal 2021-000900 Application 13/835,100 18 key,” the Examiner finds, and we agree, that one of ordinary skill in the art would recognize the shear key structure by looking at the notched structure of Budge. Ans. 7; compare Budge, Fig. 12, with Spec. ¶ 43 (describing the shear key as a depression in the base sized to fit the bottom of the face panel). Appellant also argues that the Examiner has not made a clear finding that the base further comprises a shear key extending downwardly from the bottom surface of the base panel, as recited in claims 12 and 29. Appeal Br. 36. In response, the Examiner explains that element 7 in Figure 1 of Vidal illustrates a shear key extending downwardly from the base. Ans. 7. We agree. As described in Vidal, a shear key (7) is integrally connected to the footing (i.e., base) via a plurality of reinforcing bars (8). For the reasons discussed supra, we are unpersuaded of Examiner error. Accordingly, we sustain the Examiner’s rejection of claims 8, 9, 26–31, 37, 43, and 44. See also 37 C.F.R. § 41.37(c)(1)(iv). CONCLUSION We affirm the Examiner’s decision rejecting claims 1, 4–13, 26–31, 37, 43, and 44 under pre-AIA 35 U.S.C. § 103(a). DECISION SUMMARY Claim(s) Rejected 35 U.S.C. § Reference(s)/Basis Affirmed Reversed 1, 4–7, 10–13 103(a) Vidal, Benson, Araújo, Official Notice 1, 4–7, 10–13 Appeal 2021-000900 Application 13/835,100 19 Claim(s) Rejected 35 U.S.C. § Reference(s)/Basis Affirmed Reversed 8, 9, 26–31, 37, 43, 44 103(a) Vidal, Benson, Araújo, Official Notice, Budge 8, 9, 26–31, 37, 43, 44 Overall Outcome 1, 4–13, 26–31, 37, 43, 44 TIME PERIOD FOR RESPONSE No time period for taking any subsequent action in connection with this appeal may be extended under 37 C.F.R. § 1.136(a)(1)(iv). See 37 C.F.R. § 41.50(f). AFFIRMED Copy with citationCopy as parenthetical citation