Wind Motor Supports/Mounts TRIZ Cases

Folded edges act as integral ribs in a single-sheet Rogallo wing, reducing weight and manufacturing complexity while maintaining structural strength.

A steel plate with vertical and horizontal flanges reinforces the upper part of concrete wind turbine tower sections.

Internal stabilization device increases lateral and torsional rigidity of wind turbine foundation piles.

A floating wind turbine float uses a pump system to move lighter-than-water fluid and adjust ballast distribution within the buoy structure.

Direct coupling of the rotor and generator to a front support bracket eliminates the speed increaser, reducing structural complexity and weight.

Five-layer grouting with varying strength materials prevents fatigue rupture and local buckling in single pile rock-socketed foundations.

Suction and gravity anchors on a spherical shell foundation restrain vertical and horizontal displacement, preventing toppling in harsh marine environments.

Segmented pull-down tensioning stabilizes floating platforms for mooring connection, enabling operations in higher sea states.

A vertical axis wind generator uses a floating bearing and condition-based lubrication to support rotating loads.

Adjustable holders isolate radial reinforcement rods from tower walls, preventing concrete damage from tensile forces while maintaining foundation statics.

Variable buoyancy in the counterweight reduces draft for installation, eliminating special vessels while stabilizing the hull.

Feedback mechanisms adjust blade pitch based on detected angular offsets, eliminating negative damping while maintaining rotational speed tracking.

A hybrid offshore wind platform integrates a rotor generator with a kite system to capture energy across varying altitudes.

Dual-length reinforcement segments in the wind turbine anchor cage reduce bolt volume by forty percent while maintaining structural integrity.

Flexible mooring lines permit turbine movement within defined areas, reducing dynamic loads on suction bucket foundations.

An adaptable tower platform arrangement uses interchangeable adapter rings to mount circular platforms within varying wind turbine tower diameters.

An asymmetric kite wing design reduces steering power consumption by maintaining stable circular flight paths without active control inputs.

Intersecting connecting struts in a wind turbine bearing structure distribute oscillating loads, resolving stability versus complexity trade-offs.

Segmented standardized platforms with adjustable frames reduce installation complexity and costs across varying wind turbine tower dimensions.

Radially extending submerged bodies support the tower, reducing material consumption and wave impact forces for deeper offshore installation.

Segmented wind tower design captures high-altitude winds via elevated intake while keeping turbines at ground level to lower installation costs.

A monopile foundation guiding device uses a single drive unit to pivot clamping arms synchronously for precise verticality control.

Segmented flange design minimizes stress concentrations while lowering transportation expenses.

Offset floating support uses hydraulic ballast to counteract hydrostatic instability from high center of gravity.

A structural member with asymmetrical geometry and mass distribution optimizes inertia to withstand asymmetric loads on wind turbine rotors.

A precast wind turbine foundation uses interlocking reinforcement to create a monolithic structure.

Hardened casting compound reinforces steel wall openings in wind turbine towers, reducing mechanical weakening from door frames.

Confining inner annular segments within outer rings during pre-assembly reduces the surface area and material usage needed for civil works on constrained sites.

Segmented lattice and tubular sections resolve transport constraints for tall towers while optimized force flow reduces material usage.

Segmented folding platforms reduce assembly complexity and time for heavy power units in wind turbine towers.

Variable thickness door frames distribute loads evenly, reducing stress concentrations and material fatigue in wind turbine towers.

Asymmetric catenary mooring cables resist drift force and rotational moment on the floating body, maintaining stability against environmental loads.

A wind turbine tower metal structure conducts electrical energy from the nacelle to the base.

Segmented adapter design decouples foundation preparation from tower erection, eliminating expensive crane idle time during grout curing.

Spaced counter-rotating rotor pairs on a flying electric generator prevent wake interference and maintain thrust stability during pitch changes.

Adjustable air scoops and drag curtains re-entrain exhaust air, boosting power generation while improving maintenance access.

A vertical axis turbine uses a rotating polygonal core and NACA blades to convert fluid kinetic energy into mechanical power.

A floating wind power plant uses a single-point cable coupling to allow six degrees of freedom movement for automatic rotor orientation.

A hybrid wind turbine tower combines a hollow steel lattice base with an upper tubular section, reducing weight while maintaining load capacity.

A modular wind turbine support structure uses nautical rigging stays and distributed ballast weights for stable installation.

An expandable structure immobilizes a tubular sleeve during cement setting, eliminating costly external stabilization on irregular seabeds.

Vertical tower component placement protects electrical-mechanical parts from 150 mph winds and enables remote drone surveillance.

A wind turbine foundation uses embedded bolt cages within concrete piles to transmit tensile loads.

Through openings distribute loads uniformly to prevent foundation damage from localized stress.

Nested auxiliary buoyant body absorbs wave energy to counteract roll motion and stabilize floating wind turbines.

A fiber winding wrapped around the wind turbine tower axis dampens structural oscillations caused by generator cogging torque.

Navigation device activates emergency floodlights via hazard signal reception, resolving visibility versus light pollution trade-offs in offshore wind farms.

Inclined struts connect a lower slab to a hollow central shaft, reducing concrete volume while maintaining stability against tipping.