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High Stability Steel Truss

    High Stability Steel Truss

  • Category:
    Steel Structure Truss
  • Browse number:
    9
  • Release time:
    2025-03-31 17:04:28
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I. Core Advantages of High Stability Steel Joist

Super load bearing and deformation resistance


Optimized design of cross-section: triangular, trapezoidal or space lattice structure, 50% increase of bending stiffness compared with traditional trusses, span-to-height ratio up to 20:1;


Rigid connection of nodes: all-welded or high-strength bolt (10.9S grade) connection, shear bearing capacity ≥5,000kN, displacement control precision ≤L/800 (L is span).


Excellent wind and seismic resistance


Multi-support system: K-type or X-type web bar layout, lateral stiffness increased by 40%, meets 8 degree seismic defense requirements;


Dynamic stability: first-order self-oscillation frequency ≥2.5Hz, suppressing wind-induced vibration (wind tunnel test verification).


Lightweight and long life


Adoption of Q355B/Q420C high-strength steel, reducing self-weight by 60% compared with concrete structure and saving 25% of foundation cost;


Hot dip galvanizing (zinc layer ≥85μm) or fluorocarbon spraying, salt spray resistance ≥50 years, full life cycle free of overhaul.


Rapid assembly construction


Factory prefabrication rate ≥98%, modular lifting unit (maximum single-bay span 60m, weight ≤50 tons);


On-site bolting, shortening construction period by 70% (e.g. 100m span stadium truss completed in 20 days).


II. Core Product Series and Technical Parameters

Product TypeSpecification and MaterialTechnical indicatorsTypical Application Scenarios
Triangular steel trussSpan 30-100m, height 2-6m Q355BUniformly distributed load ≥5kN/m², deflection ≤L/400Industrial plants, logistics warehouses
spatial tube trussThree-dimensional grid structure, rod Φ89-Φ325×6-20mm Q420CNode tensile ≥ 800kN, shear ≥ 400kNAirport terminals, stadium domes
arch trussSagittal span ratio 1/4-1/6, Stringer H-beam Q390GJAxial pressure bearing capacity ≥15,000kN, wind resistance class 12Bridges, exhibition centers
cantilevered trussCantilever length 10-40m, variable section design Q460CCantilever end deflection ≤ L/300, fatigue life ≥ 2 million timesStadium bleachers, high speed rail station canopies
truss (weight-bearing construction of cross-beams)Steel joist + concrete floor slab with bolted shear connectionCombined stiffness increased by 45%, vibration frequency ≥3HzMulti-story parking lot, commercial complex

III. Key Design and Manufacturing Technologies

Structural optimization analysis


Finite element simulation (FEA): verify local buckling and overall stability by ANSYS/MIDAS;


Wind load simulation: optimize the aerodynamic shape of truss based on CFD hydrodynamic analysis (body shape coefficient ≤ 0.8).


Precision machining process


CNC coherent line cutting: five-axis machine tool cutting pipe truss nodes, bevel angle error ≤0.5°;


Robot welding: four-wire submerged arc welding depth of fusion ≥80%, UT flaw detection grade I pass rate ≥99.5%.


Anti-corrosion and fire prevention technology


Arc spraying aluminum + sealing paint: salt spray resistance ≥ 20,000 hours (ISO 9227);


Intumescent fireproof coating: thickness 2.5mm, fire resistance limit ≥2 hours (GB 14907).

IV. Quality testing and certification system

Testing ProgramStandards and methodsQualifying indicators
Mechanical properties of materialsGB/T 1591-2018Q355B yield strength ≥ 355MPa, -20 ℃ impact work ≥ 34J
Weld non-destructive testingGB/T 11345-2013UT flaw detection grade Ⅰ, MT test no surface cracks
Geometric dimensional accuracyJG/T 10-2009Rod length deviation ≤±2mm, node positioning ≤±1.5mm
Fire performanceGB/T 9978.1-2008Fire-resistant limit ≥ 2 hours, temperature rise of backfire surface ≤ 140 ℃
Fatigue testEN 1993-1-9No crack expansion after 2 million cycles of loading




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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