Artificial Islands TRIZ Cases

A local electrical room module uses a boom to support raisable apparatus and power cables.

Cementitious flowable backfill pre-stresses the wall structure, reducing earth pressure on the face while eliminating temporary shoring requirements.

Exterior screw bosses isolate fasteners from corrosive gases, and adhesive channels bond the adapter ring to concrete lids for stable riser access.

A levelling core guides a cutting unit to remove uneven material from manhole frames, preserving road integrity and reducing carbon emissions.

Adjustable buoyancy on a floating device decouples the tidal power plant from wave movements, enabling precise positioning during installation.

Segmented support legs reduce concrete mass while creating voids for engineered backfill and drainage, resolving stability issues in heavy masonry.

A telescoping housing accommodates underfloor fittings through a universal connection plate and corrosion-resistant plastic shell.

Segmented retaining straps and air toggle loops secure devices while the ballast system resists swells, preventing damage during storage.

Porous breakwaters dissipate wave energy to protect bioengineered installations from storm erosion while preserving adjacent natural resources.

Segmented reinforcement elements enhance ring rigidity while enabling effective backfilling and compaction.

Segmented anodes with insulative portions allow hull corrosion protection without drydocking, reducing operational disruption.

Dynamic configuration of lifting modules resolves the contradiction between high positioning accuracy and multi-type train compatibility.

Curved corner sections on buoyant columns and pontoons reduce hydrodynamic drag, minimizing cyclic fatigue stresses in deep water operations.

A truss hydraulic bolt lifting device uses a detachable mechanism to mount power source devices within a pile reinforcing frame.

Segmented L-shaped stretchers join headers via pins to eliminate exposed timber grain and achieve a uniform wall surface.

Floodable cavities in the carrier chain enable dynamic buoyancy control, resolving assembly complexity and positioning precision trade-offs.

Segmented steel piles with concrete infill resolve the contradiction between wave dissipation mass and seismic ductility while minimizing construction space.

A modular boat landing fender assembly uses a compressible rubber layer sandwiched between rigid steel plates to absorb impact energy.

An auxiliary mast absorbs module weight and guides a lifting gondola, preventing mechanical damage during assembly.

An enclosed hinge cavity protects rotating shafts from water and dirt exposure, preventing corrosion while simplifying the assembly process.

Independent U-shaped compensating elements eliminate rattling noise from manufacturing tolerances in flush-mounted road caps.

Nested skirt portions prevent fine aggregate leakage between stacked fabric cells, enabling stable vertical walls without wire mesh.

An oscillating retaining foot secures road accessories without specialized tools, reducing labor costs and mounting risks.

A semicircular clevis connects threaded geotechnical anchors to building reinforcement bars.

A conductor pipe support system positions vertical load bearing below the access platform to free up deck space.

A manhole cover integrates a float body and canister to mechanically open a drain valve when water accumulates.

Discrete HDPE geogrid sections with embedded connectors join concrete retaining wall panels to soil backfill, resolving corrosion and installation slack.

Segmented jacket and deck blocks align via conductor tubes to reduce capital expenditure on marginal offshore fields.

A bend stiffener forms a longitudinal water channel to cool dynamic submarine power cables, resolving hot spots caused by low thermal conductivity.

Segmented GRP lining resolves adhesion and geometry trade-offs by conforming to tapered sewer structures.

Spray concrete onto lightweight supports to form versatile caisson walls without traditional formworks.

Nesting a transceiver in a recessed cavity prevents damage during removal while maintaining wireless communication.

A retaining wall block features a false joint with specific depth-to-width ratios and angled configurations to facilitate stable assembly.

Segmented jacket construction reduces material consumption and assembly effort while maintaining structural stability in harsh marine environments.

A movable coupling mechanism adjusts the drain pipe orifice position relative to the filter shell.

Modular seawall panels use fiber-reinforced polymer tie-back rods to prevent anchor rod deterioration from saltwater exposure.

Freezing natural water into ice units accelerates dam construction, reducing material consumption and environmental impact.

An indexing tool with a deflector shoe directs borehole forming members to create multiple holes at various azimuths.

Spinning the rotor in tumble mode creates aerodynamic damping that counters wave-induced vibrations while keeping energy consumption minimal.

Pinion strain sensors detect rack path differential and leg loads to prevent structural imbalances in offshore jack-up platforms.

A deflector assembly with a locking mechanism stabilizes the cutting apparatus during radial drilling operations.

Radial expansion of an axial connector eliminates unpredictable bolt preload in offshore wind turbine joints.

Dual emergence planes allow filling material to tension strips directly, eliminating trench excavation and reducing construction labor.

Gabion retaining wall anchors facing sections into subsoil using hardening second material to resolve stability and thickness trade-offs.

A segmented gravity foundation base simplifies the installation of offshore tension anode systems by enabling modular assembly and precise cable positioning.

Installing a permanent deck before excavation reduces traffic interruptions and eliminates track damage risks.

Segmenting the deck panel into removable and permanent rib sections creates an access port while maintaining structural strength.

Welded transition body with angled base planes connects lattice lower and tubular upper wind turbine tower sections, resolving transport diameter constraints.

Segmented bonding between the flexible polyurethane sealing layer and rigid PVC cover prevents tearing while allowing creep.

Segmented steel reinforcements use semi-extensible bent zones to absorb strain, preventing excessive extension and structural failure in earthen embankments.