
Manager An
Leave a messageI. 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 Type | Specification and Material | Technical indicators | Typical Application Scenarios |
Triangular steel truss | Span 30-100m, height 2-6m Q355B | Uniformly distributed load ≥5kN/m², deflection ≤L/400 | Industrial plants, logistics warehouses |
spatial tube truss | Three-dimensional grid structure, rod Φ89-Φ325×6-20mm Q420C | Node tensile ≥ 800kN, shear ≥ 400kN | Airport terminals, stadium domes |
arch truss | Sagittal span ratio 1/4-1/6, Stringer H-beam Q390GJ | Axial pressure bearing capacity ≥15,000kN, wind resistance class 12 | Bridges, exhibition centers |
cantilevered truss | Cantilever length 10-40m, variable section design Q460C | Cantilever end deflection ≤ L/300, fatigue life ≥ 2 million times | Stadium bleachers, high speed rail station canopies |
truss (weight-bearing construction of cross-beams) | Steel joist + concrete floor slab with bolted shear connection | Combined stiffness increased by 45%, vibration frequency ≥3Hz | Multi-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 Program | Standards and methods | Qualifying indicators |
Mechanical properties of materials | GB/T 1591-2018 | Q355B yield strength ≥ 355MPa, -20 ℃ impact work ≥ 34J |
Weld non-destructive testing | GB/T 11345-2013 | UT flaw detection grade Ⅰ, MT test no surface cracks |
Geometric dimensional accuracy | JG/T 10-2009 | Rod length deviation ≤±2mm, node positioning ≤±1.5mm |
Fire performance | GB/T 9978.1-2008 | Fire-resistant limit ≥ 2 hours, temperature rise of backfire surface ≤ 140 ℃ |
Fatigue test | EN 1993-1-9 | No crack expansion after 2 million cycles of loading |
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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