
Manager An
Leave a message1、 Core seismic advantages
High ductility energy dissipation design
Node plastic rotation angle ≥ 0.03rad (GB 50011-2010 standard), capable of absorbing 30% -50% of seismic energy;
The axial deformation of the energy absorbing support (BRB) is ± 50mm, and the fatigue life is ≥ 50 cycles.
Multiple anti lateral force system
Central support system: X-shaped or V-shaped support, increasing lateral stiffness by 40%;
Eccentric support system: reduces damage to the main structure by dissipating energy through connecting beams.
Lightweight and low seismic force
Using high-strength steel such as Q420GQD, the structural self weight is reduced by 60% compared to concrete, and the seismic inertia force is reduced by 50%;
Typical span: 50-120m (column free space), suitable for large-span buildings such as sports arenas and transportation hubs.
Intelligent monitoring and rapid repair
Key nodes are implanted with fiber optic sensors to monitor stress and deformation in real-time;
Design of replaceable energy consuming components, with a post earthquake repair cycle of ≤ 7 days.
2、 Core product series and technical parameters
product type | Specifications and materials | Seismic technical indicators | Applicable scenarios |
Buckling restrained support truss | BRB core material LY160, supporting section H200 × 200 × 10 × 16 | Single energy consumption capacity ≥ 500kJ, design displacement ± 2% floor height | Schools and hospitals in high-intensity areas |
Eccentric support truss | Connecting beam section H600 × 200 × 12 × 20 Q355B | Shear yield bearing capacity of continuous beam ≥ 1200kN | Commercial complex, data center |
Steel tube concrete composite truss | Φ 325 × 12mm Q460C steel pipe+C50 concrete | Axial compressive bearing capacity ≥ 25000kN, damping ratio ≥ 0.05 | Super high-rise corridors and overpasses |
spatial grid structure | Bolt ball node with a diameter of 300 × 16mm, rod with a diameter of 159 × 8mm | Node tensile strength ≥ 800kN, shear strength ≥ 400kN | Airport terminal, exhibition center |
Recoverable functional truss | SMA shape memory alloy nodes reinforced with prestressed steel strands | Post earthquake residual deformation ≤ 0.1%, self resetting rate ≥ 90% | Nuclear power plant, emergency command center |
3、 Key Seismic Technologies
Node Ductility Design
Dog bone weakening (RBS): Cutting an arc-shaped notch at the end of the chord to guide the plastic hinge to move outward;
Strengthening with stiffeners: Horizontal stiffeners are installed in the node area to prevent local buckling.
Integration of energy consuming devices
Metal damper: Shear type steel plate damper, yield force 500-5000kN, displacement ± 50mm;
Friction pendulum support: friction coefficient 0.03-0.05, horizontal displacement capacity ± 300mm.
Innovation in Materials and Processes
Low yield point steel (LYP100): yield strength of 100MPa, elongation ≥ 40%, used for energy absorbing components;
Robot welding: The critical weld seam has a penetration depth of ≥ 85%, and the UT inspection pass rate is ≥ 99.8%.
BIM seismic analysis
Time history analysis: Input seismic waves such as El Centro and Taft to verify structural performance;
Damage control design: Allow non structural components to be damaged to ensure the safety of the main structure.
4、 Manufacturing and Testing Standards
Link | Standards and Requirements | Test method |
steel properties | GB/T 19879-2015 (Steel Plates for Building Structures) | Tensile test, low-temperature impact (-40 ℃ ≥ 47J) |
Procedure | AWS D1.1/D1.8 (Special Requirements for Seismic Nodes) | Ultrasonic Testing (UT)+Magnetic Particle Testing (MT) |
Anti-corrosion treatment | ISO 12944 C5-M (Industrial Atmospheric Corrosion Environment) | Coating thickness gauge+scratch method adhesion test |
Node fatigue | EN 1993-1-9 (detail category ≥ 80) | 2 million cycles of load test |
5、Intelligent operation and maintenance system
Health Monitoring (SHM)
Sensor network:
Strain sensor: accuracy ± 1 μ ε, sampling frequency 100Hz;
Accelerometer: Range ± 2g, frequency response 0-50Hz.
Warning platform:
Real time display of stress, displacement, and frequency changes;
AI algorithm identifies the location of damage (accuracy ≥ 95%).
Post earthquake rapid assessment
Unmanned aerial vehicle inspection: laser radar scanning for structural deformation (accuracy ± 3mm);
Generate damage reports on mobile apps to guide repair priorities.
Replaceable energy consuming components
Standardized BRB support: complete disassembly and installation within 10 minutes;
Modular design of dampers, with spare parts in stock available within 48 hours.
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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