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Temporary Steel Bridge / Modular Steel Bridge ISO9001 3m 3.048m Panel Length

    Buy cheap Temporary Steel Bridge / Modular Steel Bridge ISO9001 3m 3.048m Panel Length from wholesalers
     
    Buy cheap Temporary Steel Bridge / Modular Steel Bridge ISO9001 3m 3.048m Panel Length from wholesalers
    • Buy cheap Temporary Steel Bridge / Modular Steel Bridge ISO9001 3m 3.048m Panel Length from wholesalers

    Temporary Steel Bridge / Modular Steel Bridge ISO9001 3m 3.048m Panel Length

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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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    Temporary Steel Bridge / Modular Steel Bridge ISO9001 3m 3.048m Panel Length

    Temporary Steel Bridge/modular Steel Bridge



    The frequency of bridge inspections depends on various factors, including the bridge's condition, type, environment, and traffic load. Here are the general guidelines based on the latest regulations and standards:


    1. **Routine Inspections**
    - **Standard Interval**: Each bridge must be inspected at regular intervals not exceeding 24 months.
    - **Reduced Intervals**: For bridges with serious or worse condition ratings (coded 3 or less) for deck, superstructure, substructure, or culvert components, or those with serious scour conditions, inspections must be conducted at intervals not exceeding 12 months.
    - **Extended Intervals**: Bridges in satisfactory or better condition (coded 6 or greater) for all components, with stable foundations and no significant deficiencies, may be inspected at intervals not exceeding 48 months.


    2. **Underwater Inspections**
    - **Standard Interval**: Underwater inspections must be conducted at intervals not exceeding 60 months.
    - **Reduced Intervals**: For bridges with underwater components in serious or worse condition (coded 3 or less), or those with significant scour or channel protection issues, inspections must be conducted at intervals not exceeding 24 months.


    3. **Special Inspections**
    - **Fracture-Critical Members**: Bridges with fracture-critical members (steel members in tension that are not load path redundant) must undergo detailed inspections at intervals not exceeding 24 months.
    - **Damage Inspections**: Unscheduled inspections must be conducted immediately following significant events such as floods, earthquakes, fires, or traffic collisions.


    4. **Complex Bridge Inspections**
    - Bridges with complex features (e.g., cable suspension, moving parts) should be inspected on the same frequency as routine inspections (typically every 24 months).


    5. **Scour-Critical Structures**
    - Scour-critical structures should be monitored during and after major flood events. If significant scour or settlement is observed, an in-depth inspection must be conducted immediately.


    Conclusion
    Regular and timely inspections are crucial for maintaining bridge safety and identifying potential issues early. The specific inspection frequency should be determined based on the bridge's condition, type, and environmental factors, following the guidelines outlined in the relevant regulations.



    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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