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Q355B Steel Structure Bridge Manufacture High Durability Bailey Bridge

Categories Steel Truss Bridge
Brand Name: Zhonghai Bailey Bridge
Model Number: CB200/CB321
Certification: IS09001, CE
Place of Origin: China
MOQ: 1 Pcs
Price: USD 95-450
Payment Terms: L/C,D/P,T/T
Supply Ability: 60000ton/year
Delivery Time: 8-10 work days
Packaging Details: Naked
Grade: Q355B
Qualification: ISO or Similar
Dimensions: Standard or Customized
Origin: China
Durability: high
Ways Of Supply: Order
Structure_Type: truss
Standard: ASTM
Deck: Steel Deck
Surface Treatment: Hot Dip Galvanized Or Painted
Surface Protection: hot-dip galvanized
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Q355B Steel Structure Bridge Manufacture High Durability Bailey Bridge

Steel Structure Bridge Manufacture/steel Structure Bridges Supplier


To implement sustainable practices for steel bridge maintenance, several strategies can be adopted to minimize environmental impact while ensuring durability and longevity:


1. **Use of Zinc Coatings**
Metallic zinc coatings, such as hot-dip galvanizing and thermal spraying, are recognized as environmentally friendly and sustainable options for protecting steel bridges. Zinc coatings provide both barrier protection and cathodic protection, ensuring long-term corrosion resistance with minimal maintenance. These coatings are cost-effective and have a low life cycle cost, making them an ideal choice for sustainable bridge maintenance.


2. **Regular Inspections and Preventive Maintenance**
Implementing a regular inspection schedule helps identify potential issues early, reducing the need for extensive repairs and minimizing environmental impact. Preventive maintenance practices, such as cleaning and reapplying protective coatings, ensure that the bridge remains in optimal condition.


3. **Adopting Life Cycle Assessment (LCA) Tools**
Using LCA tools to evaluate the environmental impact of bridge materials and maintenance practices can help optimize the selection of sustainable materials and methods. This approach ensures that the entire life cycle of the bridge, from construction to decommissioning, is as environmentally friendly as possible.


4. **Recycling and Reuse of Materials**
Steel is highly recyclable, and its use in bridge construction allows for the incorporation of recycled materials. At the end of a bridge’s life, steel components can be recycled or reused, reducing waste and environmental impact. Additionally, using galvanized steel ensures that both steel and zinc can be recycled at the end of their life.


5. **Energy-Efficient Maintenance Practices**
Incorporating energy-efficient lighting and maintenance systems into bridge designs can reduce energy consumption and associated emissions. This approach not only lowers operational costs but also minimizes the environmental footprint of bridge maintenance.


6. **Sustainable Coating Systems**
Advancements in coating technology have led to the development of more sustainable and eco-friendly protective systems. For example, thermal sprayed zinc-magnesium-aluminum (ZnMgAl) coatings offer superior corrosion resistance compared to traditional zinc coatings, further reducing maintenance needs.


Conclusion
By adopting these sustainable practices, steel bridge maintenance can be made more environmentally friendly while ensuring the long-term durability and safety of the structures. The use of zinc coatings, regular inspections, life cycle assessment tools, recycling, energy-efficient practices, and advanced coating systems all contribute to a more sustainable approach to bridge maintenance.




Specifications:

CB200 Truss Press Limited Table
NO.Internal ForceStructure Form
Not Reinforced ModelReinforced Model
SSDSTSQSSSRDSRTSRQSR
200Standard Truss Moment(kN.m)1034.32027.22978.83930.32165.44244.26236.48228.6
200Standard Truss Shear (kN)222.1435.3639.6843.9222.1435.3639.6843.9
201High Bending Truss Moment(kN.m)1593.23122.84585.56054.33335.86538.29607.112676.1
202High Bending Truss Shear(kN)3486961044139234869610441392
203Shear Force of Super High Shear Truss(kN)509.8999.21468.21937.2509.8999.21468.21937.2

​​

CB200 Table of Geometric Characteristics of Truss Bridge(Half Bridge)
StructureGeometric Characteristics
Geometric CharacteristicsChord Area(cm2)Section Properties(cm3)Moment of Inertia(cm4)
ssSS25.485437580174
SSR50.96108751160348
DSDS50.96108751160348
DSR176.44163121740522
DSR2101.92217502320696
TSTS76.44163121740522
TSR2127.4271852900870
TSR3152.88326253481044
QSQS101.92217502320696
QSR3178.36380594061218
QSR4203.84435004641392

​​

CB321(100) Truss Press Limited Table
No.Lnternal ForceStructure Form
Not Reinforced ModelReinforced Model
SSDSTSDDRSSRDSRTSRDDR
321(100)Standard Truss Moment(kN.m)788.21576.42246.43265.41687.533754809.46750
321(100)Standard Truss Shear (kN)245.2490.5698.9490.5245.2490.5698.9490.5
321 (100) Table of geometric characteristics of truss bridge(Half bridge)
Type No.Geometric CharacteristicsStructure Form
Not Reinforced ModelReinforced Model
SSDSTSDDRSSRDSRTSRDDR
321(100)Section properties(cm3)3578.57157.110735.614817.97699.115398.323097.430641.7
321(100)Moment of inertia(cm4)250497.2500994.4751491.62148588.8577434.41154868.81732303.24596255.2


Advantage

Possessing the features of simple structure,
convenient transport, speedy erection
easy disassembling,
heavy loading capacity,
great stability and long fatigue life
being capable of an alternative span, loading capacity


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