Forms/Shuttering/Falseworks TRIZ Cases

A drop head support device uses mirror-symmetrical V-shaped recesses to position supporting beams at variable inclinations.

Shear pins in the support panel distribute concentrated vertical loads away from the rails, reducing fabrication costs.

Opposing corrugations on hollow profiles prevent buckling under concrete pressure while reducing material usage.

Integrated bearing head with transverse bracing distributes horizontal loads across panel edges, preventing tilting without adding assembly complexity.

A cast-in anchor housing secures the anchor body head above the deck form to prevent accidental displacement during construction.

Overlapping reinforcing body and tension elements counteract transverse loads to prevent concrete breaking near edges.

A threaded support rod with movable bar clips adapts to varying form panel spacings, ensuring precise rebar placement and enhanced concrete strength.

A pocket former body with a radially outward collapsible element enables easy removal after concrete hardening.

A formwork support uses a hydraulic linear damper to lower the upper part at a constant speed, preventing uneven sagging under varying vertical loads.

Segmented support walers with hinges allow panel deflection to remove strain at seams, enabling safe formwork striking after concrete curing.

Articulated lever assemblies enable horizontal platform displacement without vertical drift, reducing mechanical complexity and maintenance needs.

Removable panels in slip forms eliminate surface irregularities, boosting ice abrasion resistance.

Segmented flooring pivots through small openings to support weight, resolving plywood limitations in confined attic spaces.

Pre-mounted nuts and bolts on formwork panels enable rapid edge-to-edge joining, resolving complex assembly bottlenecks.

Segmented pipe sections with standardized connection plates reduce inventory levels while providing adjustable load capacity for diverse construction projects.

A formwork brace interconnects reinforcement structures within concrete cavities to create integrated composite modules.

A concrete anchor holder secures the anchor body using a split nut and spring mechanism for adjustable thread sizes.

Clamping brackets engage road pins to constrain formwork position, preventing upward deflection caused by concrete pouring pressure.

A pre-assembled climbing scaffold integrates a cart-based movement system with vertical and horizontal aligners on a gang panel for rapid installation.

A hinged arm mechanism with opposing threaded rods adjusts curvature radii, eliminating tapered connectors and reducing assembly complexity.

Nested insulating foam form units guide concrete placement to provide frost protection, reducing excavation depth and site disturbance.

Segmented wedge connectors resolve the trade-off between connection strength and disassembly effort in concrete wall formwork systems.

Steel frame assembly with adjustable cross members prevents form blowouts by maintaining stability across varying widths.