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Steel Temporary Pedestrian Bridge Modular Steel Bridges 1.5m 2.134m Panel Height

    Buy cheap Steel Temporary Pedestrian Bridge Modular Steel Bridges 1.5m 2.134m Panel Height from wholesalers
     
    Buy cheap Steel Temporary Pedestrian Bridge Modular Steel Bridges 1.5m 2.134m Panel Height from wholesalers
    • Buy cheap Steel Temporary Pedestrian Bridge Modular Steel Bridges 1.5m 2.134m Panel Height from wholesalers

    Steel Temporary Pedestrian Bridge Modular Steel Bridges 1.5m 2.134m Panel Height

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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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    Steel Temporary Pedestrian Bridge Modular Steel Bridges 1.5m 2.134m Panel Height

    Temporary Steel Pedestrian Bridge/temporary Steel Modular Bridge


    Common protective coatings used for steel bridges include several types of multi-layer systems designed to provide long-lasting protection against corrosion and environmental degradation. Here are the most widely used coating systems:


    1. **Zinc-Rich Primer Coatings**:
    - **Inorganic Zinc (IOZ)**: These primers use zinc metal powder mixed with an inorganic silicate binder. They provide excellent cathodic protection and are often used in highly corrosive environments, such as coastal areas.
    - **Organic Zinc (OZ)**: These primers contain zinc metal pigment mixed with organic resins like epoxy or polyurethane. They are easier to apply and cure compared to inorganic zinc primers.


    2. **Three-Coat Systems**:
    - **Zinc-Rich Primer**: Provides sacrificial protection to the steel.
    - **Epoxy Midcoat**: Adds thickness and durability, enhancing the barrier properties against moisture and corrosive agents.
    - **Polyurethane or Fluoropolymer Topcoat**: Provides UV resistance, weather protection, and excellent gloss and color retention. Fluoropolymer-based topcoats, such as those using FEVE (fluoroethylene vinylether), offer superior durability and longevity.


    3. **Metallizing and Galvanizing**:
    - **Metallizing**: Involves applying a layer of zinc or a zinc-aluminum alloy to the steel surface using thermal spraying. This method provides excellent corrosion protection and can be further enhanced with a sealer and polyurethane topcoat.
    - **Hot-Dip Galvanizing**: Immersing steel structures in molten zinc to form a protective coating. This method offers superior corrosion resistance and has the highest practical maintenance times, often exceeding 70 years in moderately corrosive environments.


    4. **Weathering Steel**:
    - **Uncoated Weathering Steel**: Contains small amounts of alloying elements like copper, nickel, chromium, and silicon. These elements form a protective patina that adheres tightly to the surface and provides corrosion resistance. However, this method is less effective in highly corrosive environments and may require additional coatings or thickness.


    5. **Alkyd Systems**:
    - These systems are less commonly used due to their lower protection levels compared to zinc-based coatings. They typically consist of alkyd-based primers and topcoats and are suitable for less aggressive environments.

    The choice of coating system depends on factors such as the environment, expected durability, and life-cycle costs. Zinc-rich primers and multi-coat systems with polyurethane or fluoropolymer topcoats are widely used for their robustness and long service life.



    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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