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Panel Temporary Steel Bridge Galvanized Surface Q345B-Q460C

Jiangsu Zhonghai Bridge Equipment Co.,LTD
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    Buy cheap Panel Temporary Steel Bridge Galvanized Surface Q345B-Q460C from wholesalers
     
    Buy cheap Panel Temporary Steel Bridge Galvanized Surface Q345B-Q460C from wholesalers
    • Buy cheap Panel Temporary Steel Bridge Galvanized Surface Q345B-Q460C from wholesalers

    Panel Temporary Steel Bridge Galvanized Surface Q345B-Q460C

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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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    Panel Temporary Steel Bridge Galvanized Surface Q345B-Q460C

    Temporary Steel Panel Bridge/steel Panel Bridge For Sale


    Comparison of environmental impacts between Bailey Bridge and Traditional Bridge

    Bailey Bridge has significant advantages over traditional bridges in terms of environmental impact. The following is a comparison of the environmental impacts of the two at different stages:


    1. **Construction phase**
    - **Site preparation and foundation work**:
    - **Bailey Bridge**: Bailey Bridge installation usually requires less site preparation and foundation work. Its modular design allows for rapid construction without large-scale excavation or land leveling, significantly reducing disturbance to the surrounding ecosystem.
    - **Traditional Bridge**: Traditional bridge construction often requires a lot of excavation and land leveling, which can lead to habitat destruction and soil erosion.

    - **Material use**:
    - **Bailey Bridge**: Bailey Bridge mainly uses steel, which is not only durable but also recyclable. In addition, its prefabricated components reduce on-site construction time, further reducing the impact on the environment.
    - **Traditional Bridge**: Traditional bridges usually use concrete and steel, which are energy-intensive to produce and have a greater impact on the environment.


    2. **Operation phase**
    - **Ecological impact**:
    - **Bailey bridge**: The lightweight design of Bailey bridge reduces disturbance to surrounding ecosystems, especially in ecologically sensitive areas such as wetlands and rivers.
    - **Traditional bridge**: Traditional bridges may cause habitat fragmentation, affecting the migration and survival of wildlife.

    - **Water quality impact**:
    - **Bailey bridge**: The surface treatment and material selection of Bailey bridge can reduce pollutants brought by rainwater erosion and protect water quality.
    - **Traditional bridge**: The maintenance and use of traditional bridges may release more pollutants and affect water quality.


    3. **Maintenance phase**
    - **Maintenance requirements**:
    - **Bailey bridge**: The modular design of Bailey bridge makes its maintenance requirements lower and the maintenance work is generally simpler.
    - **Traditional bridge**: Traditional bridges require more frequent maintenance, especially in harsh environments, which increases maintenance costs and environmental impact.


    4. **Demolition phase**
    - **Material recycling**:
    - **Bailey bridge**: Bailey bridge components can be easily disassembled and recycled, reducing waste generation.
    - **Traditional bridge**: The demolition of traditional bridges usually generates a large amount of construction waste and has a low material recycling rate.


    Summary
    Bailey bridges exhibit low environmental impact in the construction, operation, maintenance and demolition phases. Their modular design, rapid assembly capabilities, lightweight materials and recyclability make them a more environmentally friendly and sustainable bridge solution. In contrast, traditional bridges have greater environmental interference during construction, more significant ecological impacts during operation and maintenance, and more complex waste disposal after demolition.

    By adopting Bailey bridges, we can better protect the environment and achieve sustainable development while meeting infrastructure needs.



    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
    Panel Temporary Steel Bridge Galvanized Surface Q345B-Q460CPanel Temporary Steel Bridge Galvanized Surface Q345B-Q460CPanel Temporary Steel Bridge Galvanized Surface Q345B-Q460CPanel Temporary Steel Bridge Galvanized Surface Q345B-Q460C

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    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
    Panel Temporary Steel Bridge Galvanized Surface Q345B-Q460CPanel Temporary Steel Bridge Galvanized Surface Q345B-Q460CPanel Temporary Steel Bridge Galvanized Surface Q345B-Q460CPanel Temporary Steel Bridge Galvanized Surface Q345B-Q460C

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    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
    Panel Temporary Steel Bridge Galvanized Surface Q345B-Q460CPanel Temporary Steel Bridge Galvanized Surface Q345B-Q460CPanel Temporary Steel Bridge Galvanized Surface Q345B-Q460CPanel Temporary Steel Bridge Galvanized Surface Q345B-Q460C


    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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