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Extra info for Case Histories in Offshore Engineering
The weight/buoyancy cha~cte~stics of the jacket a~e such as to p~o vide an adequate margin between the sea bed surface and the lowest point of the stroctu~e du~ng the Launch. Specific buoyancy tanks a~e designed fo~ this pu~pose. thei~ Steel Template Platform 45 FPOm this naturaLLy fLoating position an upPighting operation is carPied out to 7TtJVe the structure in verticaL position. Then the structure is fLooded and set down in its finaL Location. As the water depths increased and the environments became more hostiLe~ Leading to heavier and heavier structures~ an improved cohfiguration arose in order to save steeL weight: the skirt piLe jacket.
Final, t,y the pi 7,es and the appurtenances have been proeins tat, 7,ed onshore at the maximum extent, designing the buoyancy tanks arrangement accordingty, thus further minimiaing the duration of the marine operations. : jaaket taunahed from the barge • taunah trojeatory teading to a finaL position of the ja-cket atmost horizontaL, ftoating on a row • upending manoeuvre; through water battasting of seleated members the jaaket is rotated up to the vertiaat position • setting down in the finaL toaation The Launehing sequenaes are shown in fig.
FIG. 2 54 A. Agostoni ,. ~ i -' FIG. 3 ~ :. · ' 55 Stccl Template Platform FIG. 4 56 A. ) 44 m/s Jacket Height Base dimensions Top dimensions No. of piles Size of piles Hax. 6 m x 78 m 22000 t FIG. IIIMI IO:tll n · :u~u~a FIG.