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Seismic steel truss

    Seismic steel truss

  • Category:
    Steel Structure Truss
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    8
  • Release time:
    2025-03-31 17:40:46
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I. Core seismic advantages

High ductility energy-absorbing design


Low yield point steel (LY160): yield strength of 160MPa, elongation ≥40%, plastic deformation capacity increased by 60%, can absorb 30%-50% of seismic energy;


Optimization of node ductility: adopting dog-bone weakening (RBS), end-plate strengthened nodes, plastic corner ≥ 0.03rad, ensuring “strong nodes, weak members”.


Multiple lateral force-resisting system


Bracing system: X-type center bracing, eccentric bracing (EBF) or buckling restraint bracing (BRB), with lateral stiffness increased by 40%-60%;


Combined structure: steel truss-concrete shear wall work together to meet the requirements of 9 degree rare earthquake defense.


Intelligent seismic damping technology


Viscous damper integration: force range 500-10,000kN, damping efficiency ≥35%, displacement capacity ±300mm;


Friction Pendulum Support (FPS): friction coefficient 0.03-0.05, horizontal displacement ±500mm, suitable for large-span bridges and connecting corridors.


Rapid Repair Capability


Replaceable energy-consuming elements: BRB support or damper replacement within 72 hours after the earthquake;


Modular design: rapid replacement of standardized segments, reducing repair cost by 80%.


II. Core Product Series and Technical Parameters

Product TypeSpecification and MaterialSeismic technical indicatorsApplicable Scenarios
Buckling Restrained Support TrussBRB core LY160, jacket pipe Q355B, cross-section 200×200mmSingle root energy consumption ≥ 800kJ, design displacement ± 2% storey heightHospitals, schools, data centers
spatial tube trussΦ159-Φ630×6-20mm Q420C, three-dimensional bolt ball nodeNode tensile ≥ 1,000kN, shear ≥ 600kNStadiums, airport terminals
Arch Seismic TrussYaw span ratio 1/4-1/6, chord H600×300×12×20 Q390GJAxial pressure bearing capacity ≥20,000kN, wind resistance class 12Large-span bridges, exhibition centers
cantilever trussOverhang length 15-50m, variable section design Q460CCantilever end deflection ≤ L/400, fatigue life ≥ 2 million timesHigh-speed rail station canopies and viewing platforms
Combined vibration damping trussSteel truss + viscous damping wall with damping coefficient C=2,000kN-s/mDamping efficiency ≥40%, interlayer displacement angle ≤1/250Ultra-high-rise corridors, nuclear power plants

III. Key Seismic Technologies

Node and connection technology


High-strength bolt connection: 10.9S grade bolts, preload error ≤±5%, anti-slip coefficient ≥0.45;


Full-penetration weld: K-type bevel welding, UT flaw detection level Ⅰ pass rate ≥ 99.5%.


Structural system innovation


Dual lateral resistance system: the main truss bears the vertical load and the bracing system bears the horizontal seismic force with clear division of labor;


Self-reset design: SMA shape memory alloy tie ropes, post-earthquake residual deformation ≤0.1%.


Dynamic performance optimization


Finite element time course analysis: input seismic waves such as El Centro and Taft to verify the structural integrity under rare earthquakes;


Shaking table test: simulate an earthquake with peak acceleration of 0.6g, no structural collapse (meet GB 50011 specification).


IV. Materials and Manufacturing Processes

Application of special steel


Fire-resistant steel (Q345FR): strength retention of ≥65% at 600°C, ensuring structural safety under fire;


Weathering-resistant steel (Q355NH): salt spray test ≥5,000 hours without red rust, 50 years free of painting and maintenance.


Precision processing technology


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%, heat input ≤2kJ/mm, deformation ≤3mm/m.


Anti-corrosion and fire treatment


Hot dip galvanizing: zinc layer thickness ≥85μm (ISO 1461), salt spray resistance ≥50 years;


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




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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