Cable-net harnessed air-supported arena with 1100 g/m² dual-layer thermal membrane, smart 200–450 Pa VFD pressure control, and 160 km/h typhoon resistance over 3900 m².
High-efficiency pneumatic cable-net architectural enclosure engineered for multi-court indoor tennis centers, FIFA-standard indoor soccer pitches, Olympic aquatic natatoriums, and zero-emission coal/mineral bulk storage stockpiles. Eliminates all rigid internal columns and trusses.
Clear span of 30m (98 ft) by continuous length of 130m (427 ft), enclosing an immense 3,900 m² (41,979 sqft) footprint and massive clear volume up to 25,740 m³. Parabolic dome crown rises to 9.6m.
Dual-layer envelope featuring 1100 g/m² exterior high-pressure PVDF membrane and 450 g/m² acoustic thermal liner. Certified DIN 4102 B1, NFPA 701, and UL 94 V-0. Inner and outer layers form a 500mm insulating thermal air pocket delivering R-16 thermal performance.
Precision dimensions, material metallurgy, and field logistics parameters for Model air-dome-30m-span-130m-len.
| Clear Span Width | 30m (100ft) Zero-Column Span |
| Building Length | 130m (426ft) Continuous Enclosure |
| Erection Timeline & Crew | Mobilized and deployed within 5 to 7 working days by a specialized 8-person crew. Once perimeter foundation clamps and cable harness are anchored, inflation to full structural rigidity requires only 2 to 3 hours via industrial centrifugal blowers. |
| Fire Safety Rating | DIN 4102 B1 / NFPA 701 Method 2 / EN 13501-1 |
| Corrosion Protection | ISO 1461 Hot-Dip Galvanized (≥85μm) or Architectural AA15 Anodized |
| Wind & Snow Calculation | Designed under ASCE 55-16 (Tensile Membrane Air-Supported Structures). Patented orthogonal bias-laid Ø12mm–Ø16mm aircraft steel cable net anchors directly to reinforced perimeter concrete foundation beams. Automatic variable-frequency blowers boost internal pressure from 250 Pa to 450 Pa during storm alerts, resisting up to 150 – 160 km/h typhoon gusts. |
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 structural engineering team provides certified calculations, foundation reactions, and full 3D CAD/BIM packages within 24 hours.
Speak With a Senior Structural Engineer
