
Manager An
Leave a messageI. Core Advantages of Seismic Steel Structure Bridges
High ductility seismic design
Ductile node: adopting dog-bone weakening (RBS) or end-plate strengthening node, plastic corner ≥0.03rad, energy consumption capacity increased by 50%;
Multiple lateral-resistant system: frame-braced combination design, lateral stiffness increased by 40%, meeting 8-9 degree seismic defense requirements.
Light weight and high strength materials
2Q420qE bridge steel: yield strength ≥420MPa, 25% weight reduction compared with traditional steel, reducing seismic inertia force;
Weathering-resistant steel (Q345qNH): 8 times higher corrosion resistance and painting-free maintenance for the whole life cycle.
Intelligent seismic damping technology
Buckling Restrained Brace (BRB): axial deformation ±50mm, single energy consumption ≥800kJ;
Friction Pendulum Support (FPS): friction coefficient 0.03-0.05, horizontal displacement capacity ±500mm;
Viscous damper: force range 1,000-10,000kN, damping efficiency ≥40%.
Fast construction and long life
Modular prefabrication: maximum section lifting weight of 3,000 tons, 40% shorter construction period;
Design life ≥100 years, replaceable dampers and bearings, maintenance cost reduced by 60%.
II. Core product series and technical parameters
Product Type | Specification and Material | Seismic technical indicators | Applicable Scenarios |
steel box girder bridge | Single-box, multi-chamber section with 12-40m wide top plate Q420qE | Torsional stiffness ≥3×10^6 kN-m²/rad, span-to-height ratio ≤20 | Sea-crossing bridges, highway bridges in high intensity areas |
Steel Tube Concrete Arch Bridge | Φ800-Φ1,500×20-40mm Q460C steel pipe+C60 concrete | Yaw-to-span ratio 1/4-1/5, axial compressive load capacity ≥50,000kN | Mountain Canyon, Landscape Landmark Bridge |
Combined beam bridge | Steel girder + precast concrete deck slab with bolted shear connection | Interface slip ≤ 0.15 mm (EN 1994 standard) | Urban viaducts and crossover bridges |
Suspension bridge stiffener | Streamlined steel box girder, plate thickness 14-30mm Q345qD | Critical wind speed of chattering ≥80m/s | Large-span river/sea bridges |
Resettable steel truss bridge | SMA shape memory alloy nodes, prestressing strand reinforcement | Post-earthquake residual deformation ≤ 0.1%, reset rate ≥ 90% | Lifeline projects, emergency bridges |
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: bevel K-type design, UT flaw detection Ⅰ qualified rate ≥ 99.5%.
Structural system innovation
Elastic constraint system: the bridge pier and girder adopt elastic connection to release temperature deformation and reduce seismic force;
Self-resetting bridge tower: SMA energy dissipators are set at the bottom of tower columns, which automatically restore the original position after earthquake.
Intelligent monitoring and early warning
Fiber grating sensor: real-time monitoring of stress and displacement with accuracy ±1με;
AI health diagnosis system: machine learning-based prediction of damage location, accuracy ≥95%.
IV. Material and Manufacturing Process
Application of special steel
Low yield point steel (LY160): yield strength of 160MPa, elongation ≥ 40%, used for energy-consuming components;
Fire-resistant steel (Q345FR): 600 ℃ high temperature strength retention ≥ 65%, to protect structural safety under fire.
Precision processing technology
Three-dimensional CNC cutting: precision of ±0.5mm for coherent line cutting, bevel angle error ≤0.5°;
Robot welding: four-wire submerged arc welding molding 50mm thick plate at one time, heat input ≤2kJ/mm.
Anti-corrosion and fire prevention
Arc spraying aluminum: 200μm aluminum layer + 80μm epoxy sealer, salt spray resistance ≥ 20,000 hours;
Intumescent fireproof coating: thickness 2.5mm, fire resistance limit ≥2 hours (GB 14907).
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
Copyright © 2025 Xinzhongju Steel Structure Color Plate Co., Ltd All rights reserved Filing No.: CP Bei No. 000000
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