Ex Parte Willis et al - Page 5




               Appeal No. 2004-2279                                                                           Page 5                   
               Application No. 10/151,263                                                                                              



               extending braces 18.  Braces 18 support tower 16 by restraining tower 16 in place                                       
               against the effects of any external forces incurred by either substructure 10 or                                        
               superstructure 12.  Each brace 18 has one end secured to tower 16 by means of a                                         
               hinged connection 20 while the other end of each brace 18 is angled away from tower                                     
               16 when in the unfolded position.  This end engages mudline 22 where skirt piles 24                                     
               anchor each brace 18 in place.  As shown, tower 16 is also anchored in place by skirt                                   
               piles 24.  As shown in this embodiment, struts 26 aid in the support of superstructure 12                               
               and to increase the strength of both tower 16 and braces 18.  Strut 26 extends generally                                
               horizontally between each of braces 18 and central tower 16 and connect at an                                           
               elevation intermediate hinged connection 20 and mudline 22 of each of tower 16 and                                      
               brace 18. Strut 26 effectively decreases the unbraced length of both tower 16 and                                       
               braces 18 such that their design may be minimized (a longer unbraced length requires                                    
               more material thereby making the structure heavier and bulkier).                                                        


                       Gomez De Rosas' invention relates to a method of installing large structural                                    
               protector for offshore wells which uses an upstanding conductor pipe installed by a                                     
               drilling vessel and wherein a lean-to truss having a pair of angled legs is initially                                   
               supported and installed by the drilling vessel and subsequently forms a structural                                      
               connection with the conductor pipe to define a three legged structure which includes the                                
               conductor pipe for protecting the well.  The legs of the angled truss have pre-installed                                







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