Wind Motor Supports/Mounts TRIZ Cases

Metal rings bonded to concrete tower segments create planar end surfaces that distribute pressure evenly and prevent twisting during assembly.

Moveable holding structure ends adapt to dimensional changes during transport, reducing on-site assembly time while maintaining structural stability.

A shrouded wind turbine pivots on a transverse axis to align with wind direction.

Segmented freestanding assemblies eliminate welded bosses, reducing stress concentrations on the tower wall and minimizing assembly labor.

A floating platform support system uses gas flow controllers between compressible elements to dampen in-plane motion.

Buffer members absorb impact energy when support members fall, preventing collision damage between falling parts and operational blades.

Cross bracing connects stacked wind turbine towers to distribute loads and reduce structural complexity.

Universal brackets adapt to different tower shapes and thicknesses, reducing custom manufacturing costs.

Segmented hull design uses pivoting mooring fixtures to absorb shock loads and chain engaging systems to lock lines, reducing installation costs.

Segmented main frame wall with box profile arms achieves ideal load distribution while minimizing material usage.

Segmented X-L-flanges resolve the load-bearing versus access trade-off by combining a primary permanent connection with a secondary handling interface.

An attachment guide part with stepped bolts aligns wind turbine support columns to container walls, eliminating bolt hole misalignment on uneven ground.

Segmented transition body joins lattice and tubular wind tower sections, reducing material consumption while maintaining coupling strength.

A tethered aerial vehicle transitions between hover and forward flight orientations to optimize power generation.

Hybrid wind turbine uses struts as rotors to generate torque from lift forces at a predetermined heel angle.

A reduced profile wind tower uses a slim cylindrical spinal core with axially loaded tubular arms to enhance structural efficiency.

Match-cast joints and transition rings enable taller segmented concrete towers by eliminating grout requirements and easing transportation constraints.

A wind turbine support assembly uses a retaining means to hold bolts in a non-rotatable manner.

A mounting device fixes three isolated power cables and a common mode return cable in a symmetrical cross-sectional pattern.

Hinged airfoils swing open to reduce drag, enabling vertical axis windmills to generate energy in low wind speeds below 10 mph.

Flange bulge redistributes loads to improve stress distribution while reducing material usage.

Six columns arranged in a triangle distribute loads and reduce structural complexity, lowering manufacturing costs for offshore wind platforms.

A digital photo multiplier uses segmented scintillator layers to detect optical decay patterns for precise gamma-ray interaction location.

Dual guiding devices pivot a slidable hatch vertically, eliminating guardrails and reducing crane space requirements.

Local quality principle adjusts segment wall thickness to minimize bending moments and optimize concrete usage.

Integrated elevator jacking system moves nacelle components along parallel tower rails, eliminating expensive long boom cranes.

Integrating the load carrying structure into the escape route provides a robust evacuation path that resists collapse during emergencies.

Dynamic cable length control maintains optimal wing alignment with wind direction, reducing cable wear and eliminating passive flight phases.

Segmenting the nacelle into adjustable parts reduces transportation height below regulatory limits while maintaining full installed capacity.

Ultra-high performance concrete towers reduce transportation costs and extend design life by replacing steel with durable composite materials.

Rail-mounted modules dragged by kites convert wind energy into electricity, resolving intermittent output and structural complexity.

Dividing the foundation into precast base and adapter rings resolves construction speed conflicts while maintaining load-bearing capacity.

An inverted pipe connection in a wind turbine machine support prevents tube ovalization under dynamic loads while maintaining structural integrity.

Segmented support arms reduce stress concentrations and fatigue in floating wind turbines by distributing mechanical loads across multiple inclined members.

A retaining device anchors post-tensioning elements within a wind turbine tower, maintaining spacing against lateral load bending moments.

A guyed tower arrangement anchors stay cables behind through-holes in cable foundations to simplify the connection process.

A cylindrical wind turbine rotor uses closely spaced aerofoil blades to stabilize rotational speed and increase power output at low wind speeds.

Axial reinforcing cables spaced circumferentially on tower tube sections increase structural load capacity without adding wall thickness.

Segmented mast sections telescope to climb tower heights, reducing surface area needs and wind load sensitivity.

Pre-cast concrete box girder segments assemble via post-tensioning to eliminate thermal cracking and reduce construction time.

A wall section with a transverse protrusion reinforces the tower structure.

Unified earthing rail equalizes potentials across turbine systems to prevent dangerous voltage differences.

Segmented anchoring via an intermediary anchor rod reduces foundation reinforcement needs while maintaining structural stability for wind turbine towers.

A corrugated fairing couples to the wind turbine support structure to enhance airflow mixing and energy entrainment.

Segmented pontoon branches filled with ballast material balance hydrostatic forces, reducing shear and tensile stresses at the central column junction.

Grout fills the annular space between a driven pile and pipe segment to transfer loads, eliminating complex flange welding operations.

Precast concrete tower segments connect via specialized joints to overcome structural stability limits while enabling taller wind farm constructions.

Segmented steel legs with integrated buoyancy linearize motion and reduce structural complexity, enabling mass production of floating wind platforms.

A floating wind power system uses a sail to generate lateral force that reduces kite tether tension.