Translucent 750 g/m² PVDF sailcloth with solid spruce king poles, certified to EN 13782 for 100–120 km/h wind gusts, accommodating 1333 banquet guests over 2400 m².
Exclusively engineered for luxury outdoor weddings, prestigious winery galas, private estate banquets, and high-end brand activations. Accommodates approximately 1333 seated dinner guests at 60-inch round tables with dance floor, or up to 2667 guests for standing champagne cocktail receptions. Features sculptural organic eaves and translucent canopy daylighting.
Clear-span width of 40 meters (131 ft) with modular length of 60 meters (197 ft). Total clear floor footprint of 2,400 m² (25,833 sqft). Center king masts rise to 13.2m apex height with perimeter eave clearance of 2.8m–3.2m, creating an expansive cathedral atmosphere with zero interior truss obstruction.
Canopy crafted from 750 g/m² – 850 g/m² architectural translucent PVDF-coated polyester membrane. Fully certified under NFPA 701 Method 2, DIN 4102 B1, BS 7837, and EN 13501-1 Class B-s2,d0. Anti-wicking, anti-fungal, and UV-stabilized (UPF 50+). Solid Douglas Fir and Spruce timber center poles are kiln-dried and impregnated with fire-retardant marine yacht spar varnish.
Precision dimensions, material metallurgy, and field logistics parameters for Model sailcloth-tent-40m-x-60m.
| Clear Span Width | 40m (131ft) |
| Building Length | 60m (197ft) |
| Erection Timeline & Crew | Erection requires a certified rigging crew of 6 technicians. Total field assembly time is approximately 12 – 16 hours using portable hydraulic stake pullers and dual-ratchet webbing winches. Zero foundation welding or concrete curing required; 100% preservational anchoring leaves grass lawns and winery soils completely unscarred. |
| 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 | Engineered strictly in compliance with EN 13782:2015 (Temporary Demountable Tents and Pavilions) and ASCE 7-16 Chapter 31. Structural calculations verify operational wind speed resistance up to 100 – 120 km/h (storm-force gusts) when anchored with engineered heavy-duty helical earth screws. Operational snow surcharge capacity is 0.25 – 0.50 kN/m² with active site heating protocols. |
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.
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