Engineered for remote mining exploration camps, utility equipment storage, and heavy fleet mechanical workshops. Clamps directly to paired 20ft ISO containers, providing 60 m² (645 sqft) of weatherproof workspace with zero internal frame obstructions.
Engineered for remote mining exploration camps, utility equipment storage, and heavy fleet mechanical workshops. Clamps directly to paired 20ft ISO containers, providing 60 m² (645 sqft) of weatherproof workspace with zero internal frame obstructions.
Clear span width of 10m (33ft) with container length of 6.06m (20ft). Apex clearance reaches 5.2m above ground (2.6m above container deck). 100% usable overhead volume allows high-boom telehandlers and maintenance lifts full maneuvering freedom.
Class A1 non-combustible building product. Continuous roll-formed structural steel coil with AZ150 Galvalume coating (55% Al-Zn alloy). 100% resistant to diesel exhaust, sparks, hot work, and extreme thermal cycling from -50°C to +90°C.
Precision dimensions, material metallurgy, and field logistics parameters for Model frameless-steel-arch-10m-span-20ft.
| Clear Span Width | 10m (33ft) |
| Building Length | 6m (20ft ISO Container) |
| Erection Timeline & Crew | Installed in 1 to 2 business days by a 3-person assembly team. Portable on-site roll former curves and crimps steel panels, which are hoisted by light crane and locked with automated 360° mechanical lock seamers. Zero welding on containers. |
| Fire Safety Rating | Class A1 non-combustible building product |
| Corrosion Protection | ISO 1461 Hot-Dip Galvanized / Galvalume AZ180 |
| Wind & Snow Calculation | Calculated in compliance with AISI S100 and ASCE 7-16 for Category II industrial infrastructure. Arched corrugated shell geometry resists hurricane wind loads up to 160 km/h and ground snow surcharges up to 1.80 kN/m² without deformation. |
Every Champion project is manufactured strictly from CNC-driven CAD/CAM fabrication packages. Structural nodes, chord junctions, baseplate anchor details, and membrane tensioning tracks are analyzed under finite element analysis (FEA) to confirm full compliance with international building codes.
Pre-stressed, anti-wicking, low-creep architectural textiles engineered with multi-layer PVDF/PVF lacquering for self-cleaning performance, UV shielding (UPF 50+), and permanent flame retardancy.
| Areal Weight | Membrane Grade | Tensile Strength (Warp/Weft) | Tear Resistance | Light Transmittance | Temperature Range | Fire Retardancy Standard | Primary Industrial Role |
|---|---|---|---|---|---|---|---|
| 750 g/m² | Architectural PVC/PVDF | 3000 / 2800 N/5cm | 380 / 350 N | 15% Translucent | -30℃ ~ +70℃ | DIN 4102 B1 / NFPA 701 | Event Marquees, Canopy Sidewalls, Sailcloth Roofs |
| 850 g/m² | Heavy Duty Blockout PVDF | 4000 / 3500 N/5cm | 500 / 450 N | 0% (100% Blockout) | -40℃ ~ +70℃ | DIN 4102 B1 / M2 / B-s2,d0 | Standard Industrial Warehouses, Aluminum Clear Span |
| 900 g/m² | Reinforced Industrial Grade | 4500 / 4000 N/5cm | 550 / 500 N | 10% Translucent | -40℃ ~ +70℃ | DIN 4102 B1 / NFPA 701 | Container Mounted Shelters, Heavy Logistics Bays |
| 1000 g/m² | Extreme Weather Mining Grade | 5000 / 4500 N/5cm | 620 / 580 N | 8% Translucent | -45℃ ~ +75℃ | DIN 4102 B1 / AS 1530 | Mining Operations, Aggregate Domes, Salt Sheds |
| 1100 g/m² | High-Pressure Air Dome Membrane | 5500 / 5000 N/5cm | 750 / 700 N | 12% Diffuse Glow | -40℃ ~ +70℃ | DIN 4102 B1 / EN 13501 | Cable-Net Air Domes, Sports Arenas, Eco Storage |
| 1200 g/m² | Permanent Architectural PVDF/PTFE | 6000 / 5500 N/5cm | 850 / 800 N | 8% Controlled Lux | -50℃ ~ +80℃ | Class A1 / DIN 4102 B1 | Aviation Hangars, Permanent Terminals, Sports Stadiums |
| 1400 g/m² | Ultra-Heavy Marine & Blast Shield | ≥7000 / 6500 N/5cm | 1100 / 1000 N | 0% Total Solar Block | -50℃ ~ +85℃ | DIN 4102 B1 / UL 94 V-0 | Port Bulk Cargo, Military Fortified, Chemical Containment |
Rapid deployment methodology requiring zero on-site welding. Modular bolted connections reduce field erection schedules by up to 70% compared to conventional structural steel.
Laser level and total station establish precise axial centerlines, column offsets, and elevation datums across the clear-span foundation grid.
Heavy cast-in base plates, chemical anchor studs (Grade 8.8), or helical earth anchors are drilled and torqued to specified kN pullout resistance.
Space-frame chord segments, web lacing members, and connection gusset plates are assembled and bolted flat on grade prior to hoisting.
Mobile cranes elevate paired structural truss arches into vertical position; temporary stabilizing guy wires maintain plumbness and stability.
Longitudinal purlins, eaves struts, and pre-stretched galvanized X-bracing cables are torqued into place to form a rigid 3D spatial diaphragm.
High-tenacity PVDF roof panels are pulled through integrated aluminum extrusion tracks and mechanically tensioned via ratchet catenary winches.
Hard-wall panels, vertical-lifting Megadoors, motorized louvers, perimeter rainwater gutters, and architectural flashing trims are sealed.
Calibrated torque audit of all structural fasteners, ultrasonic weld verification, membrane pre-stress tensiometer inspection, and handover documentation.
Our licensed PE structural engineering team provides certified calculations, foundation reactions, and full 3D CAD/BIM packages within 24 hours.
Speak With a Senior Structural Engineer
