Ex Parte Shalev et alDownload PDFPatent Trial and Appeal BoardApr 28, 201713807012 (P.T.A.B. Apr. 28, 2017) 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. 13/807,012 04/24/2013 Shaul Shalev 4280/11 5922 44696 7590 05/04/2017 DR MARKM FRIEDMAN EXAMINER Moshe Aviv Tower, 54th Floor, 7 Jabotinsky St. MATTEI, BRIAN DAVID Ramat Gan, 5252007 ISRAEL ART UNIT PAPER NUMBER 3633 NOTIFICATION DATE DELIVERY MODE 05/04/2017 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): patents @ friedpat. com friedpat.uspto@gmail.com rivka_f@friedpat.com PTOL-90A (Rev. 04/07) UNITED STATES PATENT AND TRADEMARK OFFICE BEFORE THE PATENT TRIAL AND APPEAL BOARD Ex parte SHAUL SHALEV and YORAM SOFRIN Appeal 2015-003370 Application 13/807,012 Technology Center 3600 Before STEFAN STAICOVICI, AMANDA F. WIEKER, and FREDERICK C. LANEY, Administrative Patent Judges. LANEY, Administrative Patent Judge. DECISION ON APPEAL STATEMENT OF THE CASE Shaul Shalev and Yoram Sofrin (Appellants) appeal under 35 U.S.C. § 134(a) from the Examiner’s decision rejecting claims 28^48.1 We have jurisdiction over this appeal under 35 U.S.C. § 6(b). We AFFIRM-IN-PART. i Claims 1—27 have been canceled. Appeal Br. 4. Appeal 2015-003370 Application 13/807,012 INVENTION Appellants’ invention relates to “an underground structure configured for serving as a shelter.” Spec. 1,11. 27—28. Claims 28, 38, and 43 are independent. Illustrative claim 28 reads as follows: 28. An underground structure configured for serving at least as a shelter, the structure having at least one substantially cylindrical portion, the substantially cylindrical portion comprising: (a) weight to area ratio of casing of the cylindrical portion being in the range of 8 to 30 kg /m2; (b) the cylindrical casing having a strength level and an impermeability level for serving as part of an envelope of a sealable underground liquid storage tank; (c) said cylindrical portion being configured to be placed underground in a substantially horizontal position; and (d) the cylindrical casing includes at least one opening which enables sealable connection to at least one space external to the casing and accessing of human beings and property into and out of the cylindrical portion. REJECTIONS The following rejections are before us for review: I. The Examiner rejected claims 28—30, 34, 36, and 38 42 under 35 U.S.C. § 103(a) as unpatentable over Bauman (US 5,749,181, iss. May 12, 1998) and Warren (US 2006/0010830 Al, pub. Jan. 19, 2006). II. The Examiner rejected claims 43^48 under 35 U.S.C. § 103(a) as unpatentable over Wade (US 4,128,204, iss. Dec. 5, 1978) and Bauman. 2 Appeal 2015-003370 Application 13/807,012 III. The Examiner rejected claims 31,35, and 37 under 35 U.S.C. § 103(a) as unpatentable over Bauman, Warren, and Wade. IV. The Examiner rejected claim 32 under 35 U.S.C. § 103(a) as unpatentable over Bauman, Warren, and Chandler (US 6,385,920 Bl, iss. May 14, 2002). V. The Examiner rejected claim 33 under 35 U.S.C. § 103(a) as unpatentable over Bauman, Warren, and Danna (US 5,479,738, iss. Jan. 2, 1996). ANALYSIS Rejection I Appellants argue for patentability of claims 28—30, 34, 36, and 38 42 together as a group. Appeal Br. 7—10.2 3We select claim 28 as representative, and claims 29, 30, 34, 36, and 38-42 stand or fall with claim 28. See 37 C.F.R. § 41.37(c)(l)(iv) (2016). For claim 28, the Examiner finds Bauman discloses the recited structures, but “does not specifically disclose the weight to area ratio of [the] casing of the cylindrical portion being in the range of 8 to 30 kg/m2.” Final Act. 2—3. Appellants do not challenge these findings. Appeal Br. 7—10. In addition, the Examiner finds “Warren teaches that when building panels for forming structures in geological unstable surfaces or in wet areas to make the panels such that they have a weight of 193 kg for a panel of 2 Although Appellants argue that dependent claims 30 and 41 are separately patentable in their Appeal Brief, at pages 10-11, Appellants withdraw this argument in the Reply Brief, at page 3. As a result, we will not address separately the arguments made for claims 30 and 41. 3 Appeal 2015-003370 Application 13/807,012 9.9 m which is a ratio of 19.475 kg/m2.” Final Act. 3 (citing Warren || 2, 11, 60). In view of Warren’s disclosure, the Examiner determines, [i]t would have been obvious to one of ordinary skill in the art at the time the invention was made to make the panels as disclosed by Bauman out of the panels and material as taught by Warren in order to provide good strength while not being too heavy to easily transport, which are consistent with the goals of Bauman as stated in column 4, lines 22-26. Id. This determination, Appellants argue, is flawed because it is “not even possible[] to make the casing of the cylindrical body of Bauman from the panels of Warren” and, as such, “the suggested combination of Bauman and Warren is inoperative.” Appeal Br. 7. In response, the Examiner explains persuasively that the rejection and its rationale is not substituting the panels of Bauman with the panels of Warren as suggested by the [A]ppellant[s], but stating that Warren teaches a panel having the weight to area ratio within the range and that forming the panels of Bauman within the specified ratio would have been obvious to one of ordinary skill in the art. ... Bauman states in column 4, lines 22-26 that being lightweight is a desirable characteristic in order to prefabricate the structure off-site and deliver it to the desired location. The Warren reference teaches forming a panel with a weight to area ratio within the range as required in the claim, therefore disclosing that said range of weight to area ratio of panels is known to one of ordinary skill in the art. Thus, specifying the weight to area ratio of the panels of Bauman to be within 8 to 30 kg/m2 would have been obvious to one of ordinary skill in the art. Moreover, it has been held where the general conditions of a claim are disclosed in the prior art (the general conditions in this case being the same material), discovering the optimum or workable ranges involves only routine skill in the art. 4 Appeal 2015-003370 Application 13/807,012 Ans. 2—3. We note further, at paragraph 60, Warren evidences that skilled artisans at the time of the invention recognized a structure with a weight to area ratio of 19.475 kg/m2 provides “a reasonable weight and consequently, reasonable handling capability.” Appellants argue the Examiner’s rationale improperly relies on “one of ordinary skill in the art to pick up the weight of the panels of Warren and install it in Bauman,” which “may be done only if one separates the weight from the structure.” Reply Br. 3. We do not agree. The Examiner properly relies on Warren’s disclosure to evidence what a skilled artisan knew to be a reasonable weight to area ratio and cogently explains why the same skilled artisan would have known to select a similar weight to area ratio for the cylindrical casing of Bauman. Appellants’ focus on the particular material Warren discloses, and its specific manufacture, is unpersuasive because the Examiner’s rejection does not rely on such features. Instead, the Examiner correctly relies on the more general teaching Warren provides, which is that a skilled artisan would have recognized the claimed weight to area ratio provides good strength while not being too heavy to easily transport. Warren | 60. Appellants also assert a cylindrical casing portion within the claimed range “is a surprising feature which necessitates a sophisticated and novel construction method.” Appeal Br. 10. The claims, however, are not directed to this alleged novel method of construction and Appellants do not direct us to any teachings in the Specification to support this assertion. Moreover, after reviewing the Specification, we are unable to find any teaching of a “novel construction method” that enables the cylindrical casing portion to 5 Appeal 2015-003370 Application 13/807,012 have a weight to area ratio within the claimed range. Contrarily, Appellants’ Specification simply states the cylindrical portion has the claimed range of weight to area ratio, which “allows the casing total weight to range between few hundred kilograms to very few tons depending on the shelter’s exact specs and dimension.” Spec. 3,11. 27—29, 9,11. 12—18. Appellant’s Specification, therefore, suggests that such a method was already known. Thus, Appellants’ arguments are not persuasive because they are unsupported and not commensurate with the scope of the claims. For the above reasons, we are not persuaded of error with the Examiner’s determination claim 28 would have been obvious because it is supported by articulated reasoning with rational underpinning, which Appellants have not persuasively rebutted. Therefore, we sustain the Examiner’s rejection of claim 28, as well as, the rejection of claims 30, 34, 36, and 38—42, which fall with claim 28. Rejections II Regarding claims 43—48, the Examiner finds the combination of Wade and Bauman discloses the limitation of independent claim 43 of “a container [10] configured for underground burial at certain depth while being human accessible through passageways, said certain depth being in accordance with a required temperature of a geo-thermal reservoir based on surrounding ground.” Final Act. 5—6. The Examiner further explains that the combined teachings of Wade and Bauman satisfy this limitation because they disclose an apparatus that is capable o/being placed underground at any acceptable depth. Ans. 4. 6 Appeal 2015-003370 Application 13/807,012 Appellants point out that neither Wade nor Bauman disclose burying the apparatus to a depth in accordance with a required temperature of a geo thermal reservoir based on surrounding ground, as claim 43 requires. Appeal Br. 11—12. Appellants’ argument is persuasive. The Federal Circuit has held that, when “configured to” is used to describe the construction of an apparatus, rather than simply a functional characteristic, it requires more than simply point to a structure that is capable o/being used in the claimed manner. In re Giannelli, 739 F.3d 1375, 1380—81 (Fed. Cir. 2014). Claim 43 recites, “a container configured for underground burial. . . while being human accessible through passageways” and further defines the depth as, “in accordance with a geo thermal reservoir based on surrounding ground.” Appeal Br. 19—20 (Claims App., filed Oct. 1, 2014). The Specification states, [t]he casing has a strength level and an impermeability level for serving as part of an envelope of a sealable underground liquid storage tank. Cylindrical portion 400 is configured to be placed underground in a horizontal position. Spec. p. 9,11. 21—23. In the context of claim 43, and the Specification, the term “configured for” is used to describe the construction of the container. The relevant question, therefore, is whether the container described in Wade, in view of Bauman, is constructed (designed) for underground burial at the claimed depth. Id. at 1381. The Examiner has not established that it is, by a preponderance of the evidence, to support an affirmative answer to this question for the Wade/Bauman container. While Wade teaches the use of a geo-thermal reservoir, it does so in the context of a foundational supportive structure located beneath the shelter (i.e., container). Wade, col. 4,11. 18—32. The shelter of Wade is not manufactured for underground 7 Appeal 2015-003370 Application 13/807,012 burial at any level as it includes door 17 for providing entrance and exit to the interior of container 10. See id. col. 5,11. 34—57. As such, the Examiner’s reliance on Wade as proof that the Wade/Bauman container is manufactured (designed) to be underground at a depth in accordance with a required temperature of a geo-thermal reservoir based on surrounding ground is misplaced and unsupported by a preponderance of the evidence. Therefore, we do not sustain the Examiner’s rejection of claims 43 48. Rejections III V Appellants do not present any substantive arguments with respect to Rejections III—V. See Appeal Br. 7—12. Therefore, we summarily sustain Rejections III—V. DECISION We affirm the Examiner’s decision to reject claims 28-42 and reverse the Examiner’s decision to reject claim 43 48. No time period for taking any subsequent action in connection with this appeal may be extended under 37 C.F.R. § 1.136(a)(l)(iv). AFFIRMED-IN-PART 8 Copy with citationCopy as parenthetical citation