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ISO9001 Temporary Steel Bridge Steel Truss Bridge Hot Dip Galvanized

    Buy cheap ISO9001 Temporary Steel Bridge Steel Truss Bridge Hot Dip Galvanized from wholesalers
     
    Buy cheap ISO9001 Temporary Steel Bridge Steel Truss Bridge Hot Dip Galvanized from wholesalers
    • Buy cheap ISO9001 Temporary Steel Bridge Steel Truss Bridge Hot Dip Galvanized from wholesalers

    ISO9001 Temporary Steel Bridge Steel Truss Bridge Hot Dip Galvanized

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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
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    ISO9001 Temporary Steel Bridge Steel Truss Bridge Hot Dip Galvanized

    Temporary Steel Bridge/steel Structure Truss Bridge


    Corrosion on Bailey bridges can have several significant consequences that affect both their structural integrity and operational safety:


    1. **Reduced Load-Bearing Capacity**:
    - Corrosion can lead to a reduction in the cross-sectional area of steel components, weakening their load-bearing capacity. This can make the bridge less capable of supporting the intended loads, potentially leading to structural failure.


    2. **Structural Weakness and Deformation**:
    - Corroded components may become deformed or bent, which can compromise the overall stability of the bridge. This deformation can lead to misalignment of parts and increased stress on other components, further exacerbating the problem.


    3. **Increased Maintenance Costs**:
    - The presence of corrosion necessitates more frequent inspections and maintenance activities. This includes rust removal, painting, and sometimes replacement of damaged parts, which can be costly over time.


    4. **Shortened Lifespan**:
    - Without proper maintenance and corrosion prevention measures, the lifespan of a Bailey bridge can be significantly reduced. Corrosion accelerates wear and tear, leading to a need for earlier replacement of components or even the entire bridge.


    5. **Safety Risks**:
    - Corrosion can create safety hazards by weakening critical components such as bolts, pins, and beams. This can lead to unexpected failures, posing risks to users and maintenance personnel.


    6. **Environmental Impact**:
    - In some cases, corrosion can lead to the release of rust and other debris into the surrounding environment, potentially affecting local ecosystems.

    To mitigate these consequences, regular maintenance, including inspections for signs of corrosion, rust removal, and application of protective coatings, is essential. Additionally, using high-quality, corrosion-resistant materials during the initial construction can help extend the bridge's lifespan and reduce maintenance needs.




    Specifications:

    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

    ​​

    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


    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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