Ex Parte Gulbenkian - Page 6

                Appeal 2007-2596                                                                              
                Application 10/370,634                                                                        

                      Figure 2 of Klein shows a side view of such a structure.  Wire 17                       
                extends from the anchor 19 in a concrete member 14 at the building’s top                      
                story, through a vertical passage 26 in a concrete member 12 in an                            
                intermediate story, to an anchor 21 in a concrete member 10 at the bottom                     
                story.  As is evident from Figure 2, the anchors 19 and 21 are not at the ends                
                of the same concrete member 12 that contains the void, but are attached to                    
                different members.                                                                            
                      Thus, Klein does not disclose the claimed elements in the manner                        
                arranged in claim 13.  We therefore agree with Appellant that Klein does not                  
                anticipate claim 13, and reverse the Examiner’s anticipation rejection of that                
                claim, and its dependent claims 14 and 21.                                                    
                4.  OBVIOUSNESS -- APPEALED REJECTIONS                                                        
                      Claims 1, 2, 7, 15-20, 22, and 23 stand rejected under 35 U.S.C. § 103                  
                as obvious over Hunter and Klein (Answer 3). Claims 3-6 stand rejected                        
                under 35 U.S.C. § 103 as obvious over Hunter and Klein, and further in view                   
                of Lüthi (Answer 11).                                                                         
                      The Examiner cites Hunter as disclosing “a post-tensioned concrete                      
                structure that is basically the same as that recited in claims 1, 2, 7, 15-20, 22,            
                and 23 except that the structure lacks an unfilled void and stainless steel                   
                strands” (Final Rejection 3).  The Examiner reasons that it would have been                   
                obvious to modify Hunter’s concrete structure to have those features “in                      
                view of the suggestion in Klein that the concrete structure tensioned via                     
                stainless steel strands may absorb the impact of an automobile traveling 40                   
                M.P.H. and the unfilled void tubular structure allow for the damaged strands                  
                to be removed and replaced” (id. at 4).                                                       


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