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| 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 |
| Company Info. |
| Jiangsu Zhonghai Bridge Equipment Co.,LTD |
| Verified Supplier |
| View Contact Details |
| Product List |
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 Force | Structure Form | |||||||
| Not Reinforced Model | Reinforced Model | ||||||||
| SS | DS | TS | DDR | SSR | DSR | TSR | DDR | ||
| 321(100) | Standard Truss Moment(kN.m) | 788.2 | 1576.4 | 2246.4 | 3265.4 | 1687.5 | 3375 | 4809.4 | 6750 |
| 321(100) | Standard Truss Shear (kN) | 245.2 | 490.5 | 698.9 | 490.5 | 245.2 | 490.5 | 698.9 | 490.5 |
| 321 (100) Table of geometric characteristics of truss bridge(Half bridge) | |||||||||
| Type No. | Geometric Characteristics | Structure Form | |||||||
| Not Reinforced Model | Reinforced Model | ||||||||
| SS | DS | TS | DDR | SSR | DSR | TSR | DDR | ||
| 321(100) | Section properties(cm3) | 3578.5 | 7157.1 | 10735.6 | 14817.9 | 7699.1 | 15398.3 | 23097.4 | 30641.7 |
| 321(100) | Moment of inertia(cm4) | 250497.2 | 500994.4 | 751491.6 | 2148588.8 | 577434.4 | 1154868.8 | 1732303.2 | 4596255.2 |
| CB200 Truss Press Limited Table | |||||||||
| NO. | Internal Force | Structure Form | |||||||
| Not Reinforced Model | Reinforced Model | ||||||||
| SS | DS | TS | QS | SSR | DSR | TSR | QSR | ||
| 200 | Standard Truss Moment(kN.m) | 1034.3 | 2027.2 | 2978.8 | 3930.3 | 2165.4 | 4244.2 | 6236.4 | 8228.6 |
| 200 | Standard Truss Shear (kN) | 222.1 | 435.3 | 639.6 | 843.9 | 222.1 | 435.3 | 639.6 | 843.9 |
| 201 | High Bending Truss Moment(kN.m) | 1593.2 | 3122.8 | 4585.5 | 6054.3 | 3335.8 | 6538.2 | 9607.1 | 12676.1 |
| 202 | High Bending Truss Shear(kN) | 348 | 696 | 1044 | 1392 | 348 | 696 | 1044 | 1392 |
| 203 | Shear Force of Super High Shear Truss(kN) | 509.8 | 999.2 | 1468.2 | 1937.2 | 509.8 | 999.2 | 1468.2 | 1937.2 |
| CB200 Table of Geometric Characteristics of Truss Bridge(Half Bridge) | ||||
| Structure | Geometric Characteristics | |||
| Geometric Characteristics | Chord Area(cm2) | Section Properties(cm3) | Moment of Inertia(cm4) | |
| ss | SS | 25.48 | 5437 | 580174 |
| SSR | 50.96 | 10875 | 1160348 | |
| DS | DS | 50.96 | 10875 | 1160348 |
| DSR1 | 76.44 | 16312 | 1740522 | |
| DSR2 | 101.92 | 21750 | 2320696 | |
| TS | TS | 76.44 | 16312 | 1740522 |
| TSR2 | 127.4 | 27185 | 2900870 | |
| TSR3 | 152.88 | 32625 | 3481044 | |
| QS | QS | 101.92 | 21750 | 2320696 |
| QSR3 | 178.36 | 38059 | 4061218 | |
| QSR4 | 203.84 | 43500 | 4641392 | |
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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