Artificial Islands TRIZ Cases

Hydraulic actuators shift hoisting cables above the pivot axis to rotate the frame, eliminating heavy pivotal arms that increase weight.

A membrane-lined wall uses a geomembrane liner to create an impermeable barrier within an excavated trench.

Acoustic impedance mismatch in the guide apparatus reduces noise pollution during pile installation while adapting to varying water depths.

A viscous elastic layer compensates for differential thermal expansion between rigid manholes and asphalt, preventing cracks.

A remotely operated camera frame with wheels and lights inspects underwater steel pile surfaces.

Angled socket extensions distribute mine roof loads across a wider area, preventing bolt ejection in soft soils.

Subsea inertial measurement units capture inclination and acceleration data from marine risers to enable precise surface processing.

Segmented wall reservoirs increase water storage capacity while eliminating cumbersome, unsightly bin designs.

A safety bar locks a manhole cover in the open position, preventing accidental closure while allowing easy manual disengagement for maintenance.

Segmented linkages and pneumatic thrust prevent jamming in thick manhole covers.

Engagement lugs on segmented wall blocks fit into adjacent openings to reduce shipping volume and prevent damage.

Culture tubes in gabion walls connect to a soil-stone core, enabling plants to access stored water and nutrients through capillary action.

Modular concrete form walls and fill support elevate telecom equipment, reducing construction time and cost.

Interlocking channels and projections enable dry-stackable masonry brick assembly without mortar, reducing construction time and skill requirements.

A plug assembly creates buoyancy in elongate pipes using a fluid-tight seal and pressurized chamber.

Uniform basis stones stacked in a stretcher bond pattern simplify corner assembly and prevent displacement without requiring specialized cornerstone types.

Segmented support members elevate retaining wall panels to maintain a level ice surface without costly ground grading.

A jack-up vessel uses a deck guide track and cart to transport pylon sections horizontally before upending them with a single crane.

A prismatic block with a through-opening enables single-piece dry casting for hydraulic structures.

Segmented polymer formwork allows on-site casting of hybrid rings, eliminating transport damage and corrosion risks in sewage shafts.

Extending buoyant pontoons beyond column intersections increases platform pitch stability and quayside resistance in disturbed seas.

Open-cell polyurethane foam resists flotation and erosion in submerged trench sites by allowing water drainage through its porous structure.

Angled spikes penetrate ground to resist winch pull forces, preventing anchor extraction during vehicle recovery.

A trough-shaped container part with a lid houses the geogrid in a rolled state within the anchor element.

Segmented lateral boreholes expand drainage surface area across multilayer reservoirs, balancing pressure differences and delaying water breakthrough.

Replacing rigid plates with a flexible film carrier allows the sealing element to conform to curved surfaces while maintaining a continuous adhesive bond.

Angled skid shoes enable cantilever rotation around a virtual axis, eliminating heavy fixed shafts to boost load capacity.

Flexible graphite sheets replace bulky insulation to prevent flame penetration while reducing weight and space requirements in aircraft.

Remote auxiliary device attaches anode cages to monopiles without diver intervention, reducing installation time and damage risk.

Fastening anodes to underwater foundation beams below the waterline, enabling optimal angular placement and reducing dynamic loads during installation.

Optimized web angles in hat-type steel sheet piles reduce penetration resistance while maintaining structural integrity against buckling.

Elastomeric studs absorb rolling load impacts to prevent grid knocking and reduce noise pollution in manhole covers.

An inflatable seal lid uses a self-contained pressurized air tank to maintain constant pressure, preventing water infiltration into underground sumps.

Breakaway registration posts secure RFID tags in concrete molds, enabling post-cure tag removal for clean installation.

Hollow facing and backer blocks connect to create an interior space for loose filler material, increasing mass without embedding components in retained soil.

A floating wind turbine installation uses a cylindrical buoyant body to minimize wave-induced movement.

Mechanical separation of hardened concrete blanks creates L-shaped blocks with rough-hewn surfaces.

Spud poles incorporate mass and damping means to reduce lateral oscillations, enabling stable operation in deep waters with strong currents.

A wind turbine tower uses a splayed base with obliquely oriented legs to support tubular sections in coaxial alignment.

Crane assembly transfers watertight capsule between vessel and turbine tower, maintaining accessibility during high wave conditions.

A drainage gulley uses permeable concrete sidewalls to store and infiltrate storm water into the surrounding ground.

Segmented perforated screens elevate above the drain frame to filter solid debris, preventing clogs without requiring internal cleaning.

An outward-directed foot on the blocking element extends outside the frame to resist theft while maintaining simple integration with existing designs.

Hydraulic frame construction secures complete wind turbine machine for single-step offshore transport.

A protective housing with fluid conduits distributes water onto the sheet pile base to facilitate insertion into resistant earth formations.

An accelerometer under a manhole cover triggers an EM controller to suppress electromagnetic radiation, preventing interference with automotive radar systems.

Parallel stiffening elements in the manhole cone transition area reduce deformation under pressure while lowering production costs.

A subsea riser fatigue monitoring system derives curvature from lateral acceleration spectra using a Tensioned Timoshenko Beam transfer function.

Converging double-wall block structure with interlocking protuberances resists wind-loading and vehicular impacts without separate reinforcement columns.

Internal access ladder housed within the tower structure eliminates external platforms and reduces wave drag on offshore wind turbines.