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Wind-resistant box-type steel structure

    Wind-resistant box-type steel structure

  • Category:
    Box Shaped Steel Structure
  • Browse number:
    10
  • Release time:
    2025-04-01 11:47:00
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I. 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 TypeSpecification and MaterialWind Resistance Technical IndicatorsApplicable Scenarios
Steel box girders for long-span bridgesSingle-box, three-compartment section with 18-40m wide top plate Q420qECritical wind speed of chattering ≥85m/s, wind resistance level 12Sea-crossing bridges, canyon suspension bridges
Ultra-high-rise wind-resistant coreBox column 1,500×1,500×50mm Q390GJCTop wind vibration acceleration ≤ 0.1m/s² (comfort standard)300m+ Super Tall Building
Coastal Industrial CorridorBox truss section 2,000×800×20mm Q355NHTyphoon wind speed ≥ 60m/s, salt spray corrosion grade C5-MPetrochemical bases, offshore platforms
Airport Terminal RoofCurved steel box girder, radius of curvature R=50-200m Q345BWind suction load ≥-2.0kN/m², excellent pneumatic stabilityLarge-span public buildings
Movable wind-resistant structureModular box unit (6m x 3m x 3m), bolted connectionWithstand Category 12 typhoon, 48 hours quick disassembly and installationTemporary 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%.



Contact

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)


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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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