
Manager An
Leave a message1、 Core advantages of rigid Steel Structure bridges
Ultra high stiffness and bearing capacity
Adopting designs such as box section and I-beam combination, the bending stiffness is increased by 50% compared to truss structures, making it suitable for large-span heavy-duty bridges;
Typical parameters: steel box girder section height of 2-6m, top and bottom plate thickness of 20-50mm (Q345qD material), single span bearing capacity ≥ 50000kN/m.
Excellent seismic and wind resistance performance
Node rigid connection: fully welded or high-strength bolt connection, with a shear bearing capacity of ≥ 5000kN (GB 50017 standard);
Power optimization design: first-order natural frequency ≥ 1.2Hz, suppressing vortex induced vibration (verified by wind tunnel tests).
Rapid assembly construction
Factory prefabrication rate ≥ 95%, on-site modular assembly, shortened construction period by 60% (such as a 300m span bridge completed in 12 months);
Maximum lifting unit: Steel box girder segment length of 30m, weight of 800 tons (equipped with a thousand ton floating crane).
Whole life cycle economy
70% reduction in maintenance costs: hot-dip galvanizing+fluorocarbon coating (50 year maintenance free);
The recyclability rate is ≥ 98%, and the carbon emissions are reduced by 40% compared to concrete bridges.
2、 Core product series and technical parameters
product type | Specifications and materials | Key technical indicators | Applicable bridge types |
steel box girder bridge | Single box multi chamber section, top plate width 12-40m Q345qD | Anti torsion stiffness ≥ 2.5 × 10 ^ 6 kN · m ²/rad | Cross sea bridge, urban elevated bridge |
steel plate girder bridge | Welded I-beam, beam height 2-5m Q420qE | Span to height ratio ≤ 20, deflection ≤ L/800 (L is the span) | Highway bridges and railway simply supported beams |
Rigid frame bridge | Consolidation system of pier and beam, V-shaped pier+variable cross-section box beam Q390GJ | Pier top bending moment bearing capacity ≥ 200000kN · m | Cross canyon bridge, cross line bridge |
Composite beam bridge | Steel beam+precast concrete bridge deck, bolted shear connection | Interface slip ≤ 0.15mm (EN 1994 standard) | Urban overpass, river crossing bridge |
Corrugated web beam | 1600 type corrugated steel plate (wave height 220mm, wavelength 1.2m) | The shear bearing capacity is increased by 60%, and the self weight is reduced by 35% | Continuous beam bridge, curved bridge |
3、 Key Design and Manufacturing Technologies
structure optimization
Finite Element Analysis (FEA):
Perform static and dynamic analysis using ANSYS/MIDAS to ensure uniform stress distribution (peak stress ≤ 0.8 σ y);
Fatigue verification: Detail category ≥ 100 under 2 million cycles of load (EN 1993-1-9 standard).
Anti overturning design:
Lateral stability coefficient ≥ 1.5 (JTG D60-2015 standard);
The deviation of the support reaction force is ≤ 5%.
Precision manufacturing process
Numerical Control Cutting and Groove Processing:
Laser cutting accuracy ± 0.5mm, groove angle error ≤ 0.5 °;
U-rib robot welding: weld penetration depth ≥ 80%, UT inspection pass rate ≥ 99.5%.
Box girder assembly technology:
Anti deformation pre bending control, with a straightness of ≤ 3mm/10m after assembly;
Multi partition synchronous assembly, with a spacing error of ≤± 2mm.
Long term anti-corrosion system
Arc spraying aluminum+sealing paint:
Aluminum layer thickness of 200 μ m, sealing paint thickness of 80 μ m, salt spray resistance of ≥ 20000 hours;
Stainless steel composite plate:
Base Q345qD+cladding 304 stainless steel (3mm), maintenance free throughout its entire lifespan.
4、Intelligent operation and monitoring
Structural Health Monitoring (SHM)
Sensor network:
Fiber Bragg Grating Strain Gauge (Accuracy ± 1 μ ε);
GPS displacement monitoring system (accuracy ± 2mm).
Data analysis platform:
A BIM based digital twin system that provides real-time warning of abnormal deformation and stress concentration.
Robot inspection
Magnetic adsorption crawling robot:
Equipped with high-definition camera and infrared thermal imager to detect coating peeling and internal defects;
The accuracy of AI crack recognition is ≥ 98%.
Preventive maintenance
Bolt health monitoring:
Intelligent gasket real-time transmission of pre tightening force data, warning of loosening risks;
Coating life prediction:
The machine learning model based on environmental corrosion data has a residual life estimation error of ≤ 8%.
5、Full cycle service support
Stage | Service content | Delivery results |
Design Consultation | Wind and earthquake resistance analysis, local stability verification | CFD report, Welding Procedure Qualification (WPS/PQR) |
Manufacturing | Raw material procurement, process supervision, third-party testing | Material certificate, non-destructive testing report (UT/MT) |
Construction and installation | Lifting simulation and welding process guidance | Construction plan, installation accuracy acceptance report |
IT Operation Management | Deployment of health monitoring system and big data analysis | Annual security assessment report, intelligent operation and maintenance platform account |
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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