Artificial Islands TRIZ Cases

A locking bar uses a thrust spring to bias the mechanism into a locked position, requiring 500 N to 5000 N of force to prevent unauthorized access.

Slip molding ensures dimensional accuracy in core and fascia blocks, resolving manufacturing complexity while enabling flexible aesthetic design.

A removable electronics module system enables downward extraction of components from the lower tower portion.

An elongated anchor strap features punched openings with projecting tabs that engage backfill material for secure MSE wall fixation.

Segmented frames isolate the base from pavement shifts, resolving instability on inclined surfaces and improving load distribution.

Spring-damping compensator absorbs cyclical piston pump fluctuations to maintain steady net flow for automated placement.

An elastomeric cover adapts to irregular concrete surfaces, preventing water ingress and reducing traffic noise across expansion joints.

Plastic coating on ladder treads prevents slipping in damp sewage shafts while maintaining structural integrity.

Hinged door sections isolate the machine interior from soil creep and moisture, enabling maintenance without digging efficiency loss.

A moulding insert uses a truncated cone core envelope nested inside a shell to form a reinforcement connection cavity.

Angled plastic anchors and a rotational interconnecting structure align wall segments along soil contours, eliminating the need for expensive custom molds.

Polymer-encapsulated synthetic fiber loops anchor concrete panels, eliminating steel oxidation risks and simplifying prefabrication.

Telescopic manhole frames use conical guide rings to distribute vertical loads via asphalt, preventing uneven sinking under traffic.

Tilting a subsea structure reduces water contact area during lowering through the splash zone, preventing damage from dynamic load changes.

An elliptical frame apron deforms the plastic pipe to distribute stresses homogeneously, resolving material fatigue and assembly logistics issues.

Segmented coir blocks with extended wings prevent water bypassing and improve ground contact for stable sediment trapping.

A segmented probe isolates measurement segments via galvanic corrosion to eliminate IR drop errors during continuous cathodic protection monitoring.

Variable thickness connection elements compensate for dimensional deviations to eliminate voltage peaks at tower joints.

High-performance concrete enables rapid underpass deck construction during brief railway service interruptions.

A floating support structure with inclined floats and ballasting means transitions between stable lying and upright positions.

Load distribution bodies stabilize inclined retaining walls against earth pressure by transmitting horizontal forces into the soil through anchored rods.

Pre-attaching secondary components to tower segments reduces offshore installation time and weather window requirements.

Open apertures in stem reinforcement portions enable automated machine loading, precise void definition, and efficient lifting for U-wall block production.

A pull-in head assembly uses a divergent bore and resilient retaining member to secure flexible pulling lines during deployment.

A manhole cover buffer uses a recessed blocking member to secure the lid against its frame.

A submerged floating pod uses a guided escape line for personnel descent from offshore platforms.

Steel spacer elements connect a natural stone panel and sheet metal backer, reducing weight for manual handling.

A crane system mounts on a cantilever skid beam to enable flexible hoisting operations across jack-up rig structures.

Modularized construction layout segments underground nuclear power plant caverns into standardized units with pre-planned adit systems.

A pre-terminated flexible conduit system with detachable extension segments enables precise length adjustments during offshore cable installation.

A downhole hydraulic jetting assembly directs high-pressure fluid through a flexible hose to erode lateral wellbores from existing vertical wells.

Wedge engagement between T-shaped blocks and complementary units limits relative twisting and shifting, resolving alignment reliability issues in tall walls.

Catching and positioning structures guide jacket legs into precise connections despite complex floating movements.

A cantilevered resilient strut connector transfers axial loads via compression.

Segmented buoyancy allows relative vertical motion between the leg and float element, positioning lower buoyancy below the wave zone to reduce heave action.

A roller bracket system uses horizontal and vertical rollers to support tunnel forms, relieving stress on lower taper ties during concrete pouring.