
Manager An
Leave a messageI. 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 Type | Specification and Material | Seismic technical indicators | Applicable Scenarios |
Buckling Restrained Support Truss | BRB core LY160, jacket pipe Q355B, cross-section 200×200mm | Single root energy consumption ≥ 800kJ, design displacement ± 2% storey height | Hospitals, schools, data centers |
spatial tube truss | Φ159-Φ630×6-20mm Q420C, three-dimensional bolt ball node | Node tensile ≥ 1,000kN, shear ≥ 600kN | Stadiums, airport terminals |
Arch Seismic Truss | Yaw span ratio 1/4-1/6, chord H600×300×12×20 Q390GJ | Axial pressure bearing capacity ≥20,000kN, wind resistance class 12 | Large-span bridges, exhibition centers |
cantilever truss | Overhang length 15-50m, variable section design Q460C | Cantilever end deflection ≤ L/400, fatigue life ≥ 2 million times | High-speed rail station canopies and viewing platforms |
Combined vibration damping truss | Steel truss + viscous damping wall with damping coefficient C=2,000kN-s/m | Damping efficiency ≥40%, interlayer displacement angle ≤1/250 | Ultra-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).
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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