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Q355B Steel Structure Bridge Manufacture High Durability Bailey Bridge

    Buy cheap Q355B Steel Structure Bridge Manufacture High Durability Bailey Bridge from wholesalers
     
    Buy cheap Q355B Steel Structure Bridge Manufacture High Durability Bailey Bridge from wholesalers
    • Buy cheap Q355B Steel Structure Bridge Manufacture High Durability Bailey Bridge from wholesalers

    Q355B Steel Structure Bridge Manufacture High Durability Bailey Bridge

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    Brand Name : Zhonghai Bailey Bridge
    Model Number : CB200/CB321
    Certification : IS09001, CE
    Price : USD 95-450
    Payment Terms : L/C,D/P,T/T
    Supply Ability : 60000ton/year
    Delivery Time : 8-10 work days
    • Product Details
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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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