Artificial Islands TRIZ Cases

Adjustable rails on a support base create precise panel shapes, eliminating costly manual wood blocking and irregular surfaces.

A foundation pile uses a sacrificial contact area to absorb mechanical damage from vibration devices during installation.

A horizontal spall initiator extends from a structure wall to fracture ice at the hard zone elevation.

Concrete substructures resist marine corrosion and fatigue while enabling self-floating installation through controlled ballasting.

Internal fastening structure distributes stress within the main shaft joining ring for secure buttress attachment.

Helical coil connections pivotaly interlock modular panels, preventing toppling and breaching while enabling quick assembly of crowd control barriers.

Integrating upending tools and air chambers on barges cuts installation costs.

Segmenting the setback bar allows adjustable wall batter without multiple block types, reducing manufacturing costs.

Large precast concrete segments with dowel rods reduce joints, minimizing vegetation growth and maintenance needs in mechanically stabilized earth walls.

An integrated post and panel module anchors directly into a caisson to allow single-operation installation of modular wall sections.

Clipped U-shaped gaskets fix to manhole cover skirts via elastic lips, eliminating costly groove machining while preventing seal separation.

Laterally offset upper and lower block parts provide stability to dry stone walls while avoiding the high production costs of specially shaped bricks.

Hexagonal foundation blocks use multi-directional post-tensioning to eliminate hinge points, ensuring stability for remote site assembly.

Gradual driving force eliminates tensile stress and noise in underwater pile installation.

Segmented hydraulic arms and support legs enable rapid lifting, overcoming slow conventional methods in deep tidal environments.

Integral anti-scour plates and foundation skirts on an adjustably buoyant hull prevent seafloor erosion while eliminating specialized scour protection vessels.

Elastic latch mechanism prevents unauthorized lifting by engaging complementary bearing surfaces on the cover and frame under spring force.

Segmented cofferdam modules with integrated geotextile filtration retain filling materials while resisting floating debris and flooding impacts.

Integrated sensor modules detect vibration, strain, and corrosion on offshore wind turbine support structures to enable predictive maintenance scheduling.

A vertically rotating grooming attachment brush creates a low pressure region to generate an attractive force for surface contact.

Cables and winches erect monopiles, reducing crane dependency and erection time.

Threaded nesting and intermediary inserts resolve alignment stability trade-offs, allowing secure height adjustment without excessive structural complexity.

Magnetic power transmission redirects energy from counter-rotating blades, reducing tower weight and maintenance costs.

Integrated cam and locking ring assemblies tension spiral nails against lateral soil pressure without complex separate mechanisms.

Holed pipes create a venturi effect to draw water through a conduit, driving an impeller and generator while reducing mechanical complexity.

A submersible frame suspends heavy objects via controlled pendulum motion during underwater deployment.

A modular retaining wall system uses a fluid-assisted internal mandrel to drive U-shaped channel modules into the ground.

Segmented triangular bodies with offset joints enable angled road crossings while maintaining structural integrity and water flow efficiency.

Leveling pads on tapered revetment blocks vertically align horizontal ducts, enabling simultaneous multi-layer construction and reducing manual labor.

Adjustable floor dimensions allow pre-equipped structures to fit transition pieces, reducing offshore hoisting risks.

A forcing air bag applies downward pressure to simulate upper layer soil weight during static pressure pile testing.

Sliding engagement features deploy along channels to lock against aperture perimeters, preventing lateral movement and tripping hazards.

Hierarchical surface elevations create drainage pathways that wash away dirt particles, preventing clogging and maintaining slip resistance.

Asymmetric connector designs prevent misassembly errors in geosynthetic wrapped systems, enhancing structural reliability.

Ball-bearing locking mechanism prevents debris accumulation in hinge assembly, maintaining leak tightness and operational ease.

Segmenting the compensation mechanism into a portable floor assembly resolves the trade-off between stability and reusability in harsh marine environments.

External service connection room extracts utility functions from the interior to preserve insulation and living space.

Independent water filling of one base maintains hydrostatic stability, preventing capsizing risks during seabed equipment installation.

Offset ledge secures rigid cover on frame, distributing vehicle traffic loads exceeding 40,000 lbs to prevent utility enclosure damage.

Shear pins in the lock body pivot to open a venting gap, preventing structural damage from explosive pressure while keeping the cover secured.

Pre-compacting soil via collar or fluid injection prevents liquefaction during vibration driving, maintaining lateral bearing capacity.

Variable wall thickness reduces material volume and shipping costs while maintaining sufficient strip strength for moderate load applications.

Asymmetric stringer notches and semicircular treads self-align during installation, eliminating shimming and reducing labor requirements.

A vibrating foundation apparatus injects gas to liquefy soil and varies effective mass for continuous penetration.

Pre-assembling towers on land and nesting high-voltage modules in the foundation cuts construction time and costs.

Strategic hole sizing relieves hydrostatic pressure while maintaining structural integrity against hydraulic lifting forces.

Elastic bracket transmits structural weight to seabed bases, preventing wave-induced displacement during grouting.

Segmented attachment components enable hinged cover operation while eliminating costly mortar resealing and roadway closure delays.

Universal wall blocks combine locator projections and receiver recesses to resolve the trade-off between assembly ease and design variability.