Ex Parte Gulbenkian - Page 7

                Appeal 2007-2596                                                                              
                Application 10/370,634                                                                        

                      Appellant argues that Klein’s teachings are not applicable to Hunter’s                  
                post-tensioning methods because Klein uses the wire strands to absorb the                     
                impact of automobile collisions, not to compress concrete structures (Br.                     
                16).  Appellant’s argument raises serious questions as to whether the                         
                Examiner’s combination of Hunter and Klein is adequate to establish a                         
                prima facie case of obviousness.  However, because we believe that the                        
                Examiner has not relied on all of Hunter’s pertinent disclosures, we vacate                   
                the Examiner’s rejection of claims 1, 2, 7, 15-20, 22, and 23 over Hunter and                 
                Klein, and enter a new ground of rejection set forth below.                                   
                      The Examiner’s obviousness rejections of claims 3-6 ultimately rely                     
                on the same combination of Hunter with Klein (see Answer 3).  We also                         
                vacate those rejections in view of the new ground of rejection set forth                      
                below.                                                                                        
                5.  OBVIOUSNESS -- CLAIMS 1, 2, 7, AND 13-23                                                  
                      Under the provisions of 37 C.F.R. § 41.50(b), we enter the following                    
                new ground of rejection: claims 1, 2, 7, and 13-23 are rejected under 35                      
                U.S.C. § 103 as obvious over Hunter.                                                          
                      Hunter discloses a post-tensioning system for concrete structures that                  
                has “a tendon and anchor assembly [with] a wire head on each wire of the                      
                tendon in a particular configuration and with a specific controlled                           
                relationship with the anchor seat such that the entire force of the wire head                 
                against the seat is in the direction parallel to the longitudinal axis of the                 
                wire” (Hunter, col. 3, ll. 54-58).  Figure 1 shows an example of Hunter’s                     
                post-tensioning assembly, in which “[t]he tendon is formed of a plurality of                  
                wires 14 extended through an anchor member 10 . . . .  The tendon extends                     


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