Artificial Islands TRIZ Cases

A tapered hollow concrete wall reduces dead weight and drilling complexity while supporting pile-driven installation for wind turbine foundations.

Upper and lower collars guide a monopile into a seabed-anchored jacket, easing offshore installation in 80–120 m waters.

Vertically spaced decks isolate hydrogen production equipment in an enclosure, containing releases while supporting scalable offshore operation.

Connecting sleeves and a polygonal support element distribute platform loads across individual piles, improving rigidity under wave loads.

Horizontal rung portions keep a ship hull against cylindrical fenders, helping workers transfer safely in rough seas and strong winds.

Depth-based fluid pressure at the foundation toe reduces soil friction and pile-driving forces, enabling quieter installation while preserving surrounding soil integrity.

A reusable non-permanent platform transfers heavy-component lifting to smaller vessels, reducing offshore exchange cost and deployment constraints.

A curved support surface and gripping portion guide and secure a UAV autonomously, helping prevent damage from underground water accumulation.

Glass-reinforced composite mudmats and mounting bases replace welded metallic parts, cutting subsea assembly time, weight, and fabrication cost.

Removable panels and filter material make this inground drain assembly easier to inspect and clean before debris disrupts flow.

Learn how a deployable L-shaped rack lifts a feeder barge with a jack-up vessel to eliminate relative motion during wind turbine installation.

A flexible-gasket insulation disc seals irregular septic tank risers to limit heat loss, cold-air ingress, and septage freezing.

Water removal creates negative pressure inside integrated suction piles, anchoring the cofferdam in uneven seabeds for subsea excavation.

An inner sleeve nests inside an outer monopile to isolate modular nuclear components, simplify construction, and support rapid balance-of-plant disconnection.

See how adjacent soil-based mortar sections add stiffness, allowing fewer support beams while meeting target wall stiffness.

An outer monopile is inserted into the seabed and fitted with an inner sleeve to house a modular reactor offshore.

An integrated rubber seal and reinforcing ring replaces strong adhesives, simplifying installation while resisting traffic loads and limiting water intrusion.

Polyester adhesive powder strengthens fiber-to-resin bonding, improving geogrid durability and construction resistance.

Inflation expands the cover against manhole walls to block construction debris, then deflation supports easy removal and portability.

An integrated tie-back receptacle transfers lateral soil pressure to anchorage, helping retaining walls resist shear without complex support construction.

Long-side soil bag stacking and an auxiliary retaining wall reduce bag usage while improving drainage and resistance to rain and wind.