Struts TRIZ Cases

Continuous spiral stirrups prevent main steel bar buckling, enhancing seismic resistance while simplifying construction.

Nestable conical cavity elements reduce transport volume and simplify automated placement, resolving floating issues during concrete pouring.

A multi-axially braided reinforcement sleeve replaces traditional rebar in concrete columns to provide structural support.

Segmented caps with flexible tails protect couplings and enable rapid exposure by pulling the tail, reducing manual labor.

A segmented load-bearing column structure uses pre-fabricated reinforced concrete and steel components to accelerate assembly.

Foamed glass aggregates fill mesh panels within steel H-beams, reducing installation complexity and foundation requirements.

Molded pedestals create drainage channels in foam panels to guide moisture away from walls, reducing heat loss and structural complexity.

Hot rolled steel sheet with controlled ferrite and pearlite microstructure resolves yield ratio and toughness trade-offs in square column manufacturing.

Composite stud wall assembly with embedded metal studs and cementitious aggregate panel.

Segmented ribs increase shear strength in stick frames, preventing racking without heavier gauge studs.

A multi-use building block with interlocking legs forms diverse structures.

Openings in hollow sections enable standard bolt insertion for side plates, eliminating fabrication tolerance issues and specialized fastener requirements.

Bent inward skirts and knurled channels stiffen a non-load-bearing metal wall stud, resolving the trade-off between increased strength and added weight.

Composite metal sleeves reinforce wood posts against decay and insect damage, eliminating the need for invasive excavation during repair.

An embedded pole adapter assembly couples pier caps to threaded rods and an adjustable frame for direct structure mounting.

A rotary spindle rotates opposing plates to wrap adhesive-coated fibrous strands into rigid hoops for concrete reinforcement.

Tiered notches in posts accept panels, resolving construction time and aesthetic trade-offs.

Compliant connectors engage block cut-outs to resolve the trade-off between mechanical strength and manufacturing complexity.

Longitudinal tubes in the building element withstand hydrostatic pressure from high slump concrete to prevent web damage and distortion.

Segmented U-shaped channels joined by inner and outer splice plates provide comprehensive support for utility poles without complex on-site fabrication.

Hollow-section columns with internal bracing integrate into walls to reduce construction time while maintaining structural integrity.

Sleeve grout connections align precast segments without scaffolding, reducing construction time and labor costs.

A universal pole cap uses adhesive bonding to seal moisture from wooden poles.

A segmented clam-shell shield with angled surfaces diverts road solutions away from bridge support columns.

Orthogonal steel profiles in hollow columns transfer stresses between concrete and metal sections, resolving arbitrary placement limitations.

Segmented form ties with interior fastening plates enable efficient creation of defined recesses and accommodate structural elements like hollow-core slabs.

Cutaway base plate regions reduce thickness and weight, maintaining load-bearing capacity against bending moments.