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High Strength Steel Trestle Bridge / Steel Structure Bridge Q235 3.2m-3.7m Width

Categories Trestle 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
Packing: Packing in Containers or Bulk
Grade: JT-T 728-2008
Width: 3.2m-3.7m
Surface: Galvanized
Secondary Steel: Q235
Span Length: 10-60 meters
Panel Size: 3000mm*1400mm
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High Strength Steel Trestle Bridge / Steel Structure Bridge Q235 3.2m-3.7m Width

Steel Bridge Portable Bridge/high Strength Steel Structure Bridge


Bailey bridges, like all steel structures, are susceptible to corrosion, which can compromise their structural integrity. Here are the common signs of corrosion on Bailey bridges that you should look out for during inspections:


1. **Visible Rust and Corrosion**
- **Surface Rust**: Look for visible rust on steel components, especially on panels, transoms, and stringers. Rust is a clear indication of corrosion and should be addressed promptly.
- **Loss of Material**: Corrosion can lead to the loss of material, making components thinner and weaker. Check for any visible signs of material loss.


2. **Pitting and Surface Irregularities**
- **Pitting**: Pitting corrosion appears as small, often deep holes or cavities on the surface of the steel. This localized corrosion can significantly reduce the strength of the components.
- **Surface Irregularities**: Uneven surfaces or rough patches can indicate areas where corrosion has occurred.


3. **Cracks and Structural Damage**
- **Cracks**: Inspect for any cracks in the steel components. Cracks can form due to corrosion weakening the material.
- **Loose Connections**: Check for loose bolts, pins, or other connections. Corrosion can weaken these components, leading to instability.


4. **Deformation**
- **Bent or Warped Components**: Look for any signs of deformation, such as bent or warped panels or transoms. This can indicate that corrosion has weakened the structure.


5. **Coating Deterioration**
- **Peeling Paint**: If the bridge has a protective coating, look for signs of peeling or chipping paint. This can expose the steel to moisture and air, accelerating corrosion.


6. **Water Retention Areas**
- **Pooling Water**: Check for areas where water pools on the bridge surface or within the structure. Standing water can accelerate corrosion.


7. **Drainage Issues**
- **Blocked Drains**: Ensure that the drainage system is clear and functioning properly. Blocked drains can lead to water accumulation, which can cause corrosion.


8. **Unusual Noises**
- **Creaking or Grinding**: During use, listen for any unusual noises that might indicate structural issues caused by corrosion.


Conclusion
Regular inspections are crucial for identifying these signs of corrosion early. Prompt action, such as rust treatment, replacement of damaged components, and application of protective coatings, can help mitigate the effects of corrosion and extend the lifespan of Bailey bridges.




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

​​

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

​​

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


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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