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PublisertThomas Klausen Endret for 9 år siden
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Edit this text for your title Edit this text for your sub-title Presenter name, location, date etc. Planer for MEK 4450 Marine operations Kværner ASA, June 2011
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General Floating or bottom fixed Living quarters, storage, drilling, processes etc Fundament + topside Bilder av våre eksempler: jacket, jack up, GBS, TLP, flytere + topside
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Installation Production Prepared for transport Load out, dry tow Transferred to floating condition, wet tow Tow to field Design of towing fleet Installation Transfer to “installation mode” Positioning (horizontal and vertical) Hook-up to mooring, set- down on sea floor etc. Installation of topside
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Jacket fabrication Bilder
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Load-out Bilder
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Load-out Bilder
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Transportation Bilder
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Some challenges during launch and upending Position and size of temporary buoyancy tanks Maximum forces at rocker beam Maximum depth during launch Structural loads due to hydrostatic pressure Bottom clearance Floating condition after launch Access to lifting arrangement Upending Structural loads Crane load Bottom clearances Proper upright position Ballasting of side legs
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Jacket installation: crane lift
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Jacket installation,- final phases Jacket in upright position? Ballast in jacket legs Transit to set-down point. Several 100 meters Further ballasting and lowering by crane Landing Release crane On- bottom stability in temporary phase? Piling
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Topside Bilder av Loadout og floatover Skidding or trailers
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Topside
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Floatover
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Topside Bilde av Dry tow-out
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GBS Bilder at GBS utslep og installasjon
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Jack- up
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Jack-up footings
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TLP Platform with buoyant sub-structur Vertical strong and stiff mooring, high pretension Vertical motion arrested Large horizontal motions
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TLP installation Lowering and piling of fundaments Tendon installation Tow-out of platform Hook-up and pretensioning
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Types of floaters
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Installation of mooring system Bilder mooring inst
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Tow-out and installation of floater Bilder
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Sleping av Semi,- oppgavegjennomgåelse Vi fikk altså vite grovdimensjonene på en semi, samt slepefart og slepekraft. Vi skulle avgjøre: er dette rimelig. Frontal area: S1=2*20*40=1600 S2=10*60=600 Kraft: 0.5* *S*Cd*V*V Ca 2 500 tonn
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Mooring hook-up Skisser
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