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

Categories Pedestrian Bridge
Brand Name: Zhonghai Bailey Bridge
Model Number: CB200/CB321
Certification: IS09001, CE
Place of Origin: China
MOQ: 1 Pcs
Price: USD 95-450
Payment Terms: L/C,D/P,T/T
Supply Ability: 60000ton/year
Delivery Time: 8-10 work days
Packaging Details: Naked
Product Capability: 60000 Pieces Per Year
Standard: ASTM,GB,BS,BV
Modular Panel Length: 3m,3.048m
Weight_Capacity: varies depending on size
Size: various sizes available
Material: steel
Product_Name: pedestrian bridge
Panel Height: 1.5m ,2.134m
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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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