Also called: self-elevating platform, jack-up barge, SEP
hull jacked above the waves legs preloaded on the seabed punch-through check Jack-up platform Concept diagram (TheBridgeEng)
How it is done Tow or self-propel to the pier position; survey the seabed for the leg footprints. Lower the legs, preload each with the hull weight to check punch-through, then jack the hull to the air gap. Work from the deck; jack down and move to the next pier in a weather window.
Where it fits Bored piles, drilling investigation, pile caps and pier construction at sea and in estuaries; water 5-40 m. Where it does not Very soft seabeds with punch-through risk, rock outcrops, strong currents beyond the leg capacity.
Plant, pace and money Plant Jack-up 30-90 m with 100-300 t crane, legs to 60 m.
Productivity Moves take a day; the deck then works around the clock.
Cost USD 20,000-80,000 per day; the game's jack-up rate.
Risks and controls What goes wrong Punch-through of a leg during preload (the major jack-up accident), leg damage, collision. Quality assurance Site-specific leg penetration assessment, preload records, weather limits enforced.
Examples All Gulf sea bridges, Hong Kong-Zhuhai-Macau, Incheon; the game assigns jack-ups to water piers deeper than 6 m.
Related methods
Further reading ISO 19905-1 · SNAME Technical Bulletin 5-5A