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Painted Steel Structure Bridge Q355B Metal Pedestrian Bridge

    Buy cheap Painted Steel Structure Bridge Q355B Metal Pedestrian Bridge from wholesalers
     
    Buy cheap Painted Steel Structure Bridge Q355B Metal Pedestrian Bridge from wholesalers
    • Buy cheap Painted Steel Structure Bridge Q355B Metal Pedestrian Bridge from wholesalers

    Painted Steel Structure Bridge Q355B Metal Pedestrian 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
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    Painted Steel Structure Bridge Q355B Metal Pedestrian Bridge

    Painted Steel Structure Bridge/steel Structure Pedestrian Bridge


    If you notice any of the following signs on a bridge, it may indicate that the bridge needs repair or maintenance:


    1. **Cracks in Concrete and Steel Components**
    - **Concrete Cracks**: Look for longitudinal, transverse, or diagonal cracks in concrete. These can be caused by shrinkage, thermal changes, corrosion of reinforcement, or excessive loading.
    - **Steel Cracks**: Inspect steel components for cracks, especially in areas with high stress concentrations like welds and joints.


    2. **Corrosion of Steel Components**
    - **Rust Stains and Surface Pitting**: Visible rust stains or pitting on steel components are clear indicators of corrosion.
    - **Ultrasonic Thickness Testing**: This can measure the remaining thickness of steel members to identify significant corrosion.


    3. **Spalling of Concrete**
    - **Surface Deterioration**: Look for flaked or broken-off chunks of concrete, often near abutments and piers.
    - **Exposed Rebar**: Exposed steel reinforcement with visible rust is a sign of advanced spalling.


    4. **Scour, Erosion, and Settlement**
    - **Depth Sounding**: Use sonar or depth measurement tools to detect scour around bridge piers.
    - **Tilting Piers**: Uneven piers or abutments suggest settlement.


    5. **Fatigue in Steel Members**
    - **Non-Destructive Testing (NDT)**: Techniques like ultrasonic testing can detect early signs of fatigue cracking in steel members.
    - **Visual Inspection**: Focus on welds and joints for hairline fractures.


    6. **Deck Deterioration**
    - **Surface Wear and Cracks**: Look for cracking, potholes, or worn-out areas on the bridge deck.
    - **Deflection Measurements**: Excessive deflection under load indicates structural weakening.


    7. **Joint Deterioration and Failures**
    - **Water Leakage**: Water leaking through joints indicates sealant failure.
    - **Excessive Movement**: Misalignment or excessive movement between bridge segments suggests joint failure.


    8. **Bearing Wear and Deterioration**
    - **Visual Inspection**: Check for corrosion, debris buildup, or wear on bearing components.
    - **Movement Restrictions**: Restricted movement of the bridge deck can indicate bearing failure.


    9. **Efflorescence**
    - **Visual Detection**: White, powdery deposits on concrete surfaces indicate efflorescence, which may suggest moisture problems.


    10. **Other Signs**
    - **Foundation Scouring**: Look for signs of sediment removal around bridge foundations, which can undermine stability.
    - **Cracks in Concrete Substructures**: Vertical or horizontal cracks in piers or abutments may indicate foundation issues or excessive loads.


    What to Do Next
    If you observe any of these signs, it is crucial to report them to the relevant bridge maintenance authority or transportation department immediately. Timely inspection and repair can prevent further damage and ensure the safety and longevity of the bridge.



    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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