
Manager An
Leave a messageI. Core Wind Resistance Advantages
Aerodynamic optimization design
Streamlined cross-section: flat multi-chambered steel box girder is adopted, with wind resistance coefficient Cd ≤ 0.25 (verified by wind tunnel test), which reduces the wind load by 30% compared with the traditional H-beam;
Wind guide plate design: Curved wind guide plate is set at the end of the beam to inhibit vortex-excited vibration, and the critical wind speed is ≥80m/s (EN 1991-1-4 standard).
Ultra-high strength materials
Q420qE bridge steel: yield strength ≥420MPa, tensile strength ≥540MPa, -40℃ impact work ≥47J (GB/T 714 standard);
Weathering-resistant steel (Q355qNH): salt spray test ≥5,000 hours without red rust, 50 years free of painting and maintenance (ISO 9223).
Structural rigidity and stability
Closed section torsion: torsional stiffness ≥5×10^6 kN-m²/rad, suppressing wind-induced torsional vibration;
Internal stiffening ribs: transverse diaphragm spacing ≤3m, longitudinal stiffening rib height ≥1/10 of web height, preventing local buckling.
Fast construction and long life
Modular prefabrication: Maximum single section length is 40m, weight is 1,200 tons, and it can be installed once by floating crane at sea;
Anti-corrosion and fire protection double guarantee: hot dip galvanized (zinc layer ≥85μm) + intumescent fireproof coating (3 hours fire resistance limit), design life ≥100 years.
II. the core product series and technical parameters
Product Type | Specification and Material | Wind Resistance Technical Indicators | Applicable Scenarios |
Steel box girders for long-span bridges | Single-box, three-compartment section with 18-40m wide top plate Q420qE | Critical wind speed of chattering ≥85m/s, wind resistance level 12 | Sea-crossing bridges, canyon suspension bridges |
Ultra-high-rise wind-resistant core | Box column 1,500×1,500×50mm Q390GJC | Top wind vibration acceleration ≤ 0.1m/s² (comfort standard) | 300m+ Super Tall Building |
Coastal Industrial Corridor | Box truss section 2,000×800×20mm Q355NH | Typhoon wind speed ≥ 60m/s, salt spray corrosion grade C5-M | Petrochemical bases, offshore platforms |
Airport Terminal Roof | Curved steel box girder, radius of curvature R=50-200m Q345B | Wind suction load ≥-2.0kN/m², excellent pneumatic stability | Large-span public buildings |
Movable wind-resistant structure | Modular box unit (6m x 3m x 3m), bolted connection | Withstand Category 12 typhoon, 48 hours quick disassembly and installation | Temporary site, emergency command center |
III. Key Wind Resistance Technologies
Wind load simulation and optimization
CFD fluid simulation: optimize the cross-section shape based on ANSYS Fluent to reduce the uneven distribution of wind pressure;
Wind tunnel test: 1:50 scaled-down model test to verify wind-induced vibration performance such as chattering and vortex vibration.
Dynamic Damping System
Tuned mass damper (TMD): mass block 50-500t, frequency matching error ≤2%, damping efficiency ≥40%;
Viscous dampers: output force 1,000-10,000kN, displacement ±300mm, reduce wind vibration response by 30%.
Connection and node technology
High-strength bolt connection: 10.9S grade bolts, preload error ≤±5%, anti-slip coefficient ≥0.45;
Full-penetration weld: robot narrow gap welding, UT flaw detection Ⅰ qualified rate ≥ 99.5%.
Mobile number: 13848510731
Landline number: 0471-6490861
Address: Inside the courtyard of the Outer Transport Company, diagonally opposite the government of Haoqinying Town, Xincheng District, Hohhot City, Inner Mongolia (National Highway 110)
Inner Mongolia Shenghua Steel Structure Engineering Co., Ltd
Contact: Manager Gao 13848510731 13848517732
Landline number: 0471-6490861
Address: 800 meters from Jinhe Expressway exit, Jinqiao
Development Zone, Hohhot, Inner Mongolia
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