0
Cranes required
3–5
Erection crew size
±1.0 mm
Joint tolerance
100 m²
Planned demo villa
Mechanical interface modules
Three standardized connection layers eliminate site welding while isolating brittle structural glass panels from cyclic thermal movement.
M1 Tolerance mechanics
M2 Sequence locking
M3 Façade interfaces
Machined multi-axis shims absorb foundation settling within ±1.0 mm, preventing torsional strain across oversized double-glazed façades.
Keyed pin-and-collar connections align steel beams automatically, securing frame geometry before technicians tighten final structural bolts.
Integrated continuous gasket channels and thermal break brackets accept structural silicones or dry clamping gaskets directly.
BIM-to-site assembly sequence
Digital parameterization
Factory prefabrication
Flat-pack delivery
Manual torque erection
Architectural envelope geometry is mapped into unified BIM software to generate CNC cutting schedules and automated structural bolt patterns.
Precision cold-formed steel sections and CNC-milled nodal plates are produced with verified sub-millimeter tolerances in Panevėžys.
Pre-sorted modular steel elements arrive crated on standardized transport pallets, categorized for sequential manual unloading on restricted sites.
A four-person crew positions steel profiles using lightweight alignment pins, torquing structural grade bolts with calibrated handheld equipment.
We are currently conducting physical deflection benchmarking on our proprietary nodal connectors in Lithuania. Full-scale stress testing precedes our planned 100-square-meter demonstration glass villa, establishing certified commercial load tables across European structural codes.
We are actively onboarding early modular fabricators, glazing contractors, and structural engineers for pilot joint evaluations.