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Multifunctional Bailey Corten Steel Pedestrian Bridge Metal Foot Bridge

    Buy cheap Multifunctional Bailey Corten Steel Pedestrian Bridge Metal Foot Bridge from wholesalers
     
    Buy cheap Multifunctional Bailey Corten Steel Pedestrian Bridge Metal Foot Bridge from wholesalers
    • Buy cheap Multifunctional Bailey Corten Steel Pedestrian Bridge Metal Foot Bridge from wholesalers

    Multifunctional Bailey Corten Steel Pedestrian Bridge Metal Foot 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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    Multifunctional Bailey Corten Steel Pedestrian Bridge Metal Foot Bridge

    Multifunctional Pedestrian Bridge Bailey Bridge/pedestrian Bridge Bailey Bridge



    The inspection standards for Bailey bridge wind-resistant tie rods mainly include the following aspects:


    1. **Assembly integrity**
    - **Check whether the wind-resistant tie rods are fully assembled**: Ensure that the two wind-resistant tie rods set crosswise on each truss section have been correctly installed without omission.


    2. **Length adjustment**
    - **Check whether the tie rod length is correct**: The wind-resistant tie rod is equipped with a tensioning spiral buckle to adjust the tie rod length. There is a length indicator block inside the spiral buckle. When the spiral buckle is rotated until the rod end touches the length indicator block, it means that the tie rod length is correct.


    3. **Fixed condition**
    - **Check whether the locking nut is tightened**: There is a locking nut at one end of the spiral buckle to prevent the tie rod from loosening. When installing the tie rod, the locking nut must be tightened to ensure that the tie rod is firmly fixed.


    4. **Appearance inspection**
    - **Check whether the wind-resistant tie rod has any man-made damage**: Observe whether there are obvious signs of damage on the surface of the wind-resistant tie rod, such as bending, deformation or corrosion, which may affect its normal use.


    5. **Looseness check**
    - **Check if the wind-resistant tie rod is loose**: During the inspection, make sure that the wind-resistant tie rod is not loose, especially after heavy rain and other bad weather, the loose tie rod may not be able to effectively withstand the wind force.


    6. **Function test**
    - **Check if the wind-resistant tie rod can effectively withstand the wind force**: The main function of the wind-resistant tie rod is to withstand the lateral wind force perpendicular to the bridge to ensure the straightness and stability of the bridge. During the inspection, the function of the wind-resistant tie rod can be evaluated by simulating wind force tests or observing the performance of the bridge under actual wind force.

    Through the above inspection, it can be ensured that the wind-resistant tie rod of the Bailey bridge is in good working condition, thereby ensuring the safety and stability of the bridge under wind force.




    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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