Painted Steel Structure Bridge Q355B Metal Pedestrian Bridge

Brand Name:Zhonghai Bailey Bridge
Certification:IS09001, CE
Model Number:CB200/CB321
Minimum Order Quantity:1 Pcs
Delivery Time:8-10 work days
Payment Terms:L/C,D/P,T/T
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Location: Zhenjiang Jiangsu China
Address: No. 83, Dantu New City Section, Speech Highway, Dantu District, Zhenjiang, Jiangsu, China
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Painted Steel Structure Bridge/steel Structure Pedestrian Bridge


If you notice any of the following signs on a bridge, it may indicate that the bridge needs repair or maintenance:


1. **Cracks in Concrete and Steel Components**
- **Concrete Cracks**: Look for longitudinal, transverse, or diagonal cracks in concrete. These can be caused by shrinkage, thermal changes, corrosion of reinforcement, or excessive loading.
- **Steel Cracks**: Inspect steel components for cracks, especially in areas with high stress concentrations like welds and joints.


2. **Corrosion of Steel Components**
- **Rust Stains and Surface Pitting**: Visible rust stains or pitting on steel components are clear indicators of corrosion.
- **Ultrasonic Thickness Testing**: This can measure the remaining thickness of steel members to identify significant corrosion.


3. **Spalling of Concrete**
- **Surface Deterioration**: Look for flaked or broken-off chunks of concrete, often near abutments and piers.
- **Exposed Rebar**: Exposed steel reinforcement with visible rust is a sign of advanced spalling.


4. **Scour, Erosion, and Settlement**
- **Depth Sounding**: Use sonar or depth measurement tools to detect scour around bridge piers.
- **Tilting Piers**: Uneven piers or abutments suggest settlement.


5. **Fatigue in Steel Members**
- **Non-Destructive Testing (NDT)**: Techniques like ultrasonic testing can detect early signs of fatigue cracking in steel members.
- **Visual Inspection**: Focus on welds and joints for hairline fractures.


6. **Deck Deterioration**
- **Surface Wear and Cracks**: Look for cracking, potholes, or worn-out areas on the bridge deck.
- **Deflection Measurements**: Excessive deflection under load indicates structural weakening.


7. **Joint Deterioration and Failures**
- **Water Leakage**: Water leaking through joints indicates sealant failure.
- **Excessive Movement**: Misalignment or excessive movement between bridge segments suggests joint failure.


8. **Bearing Wear and Deterioration**
- **Visual Inspection**: Check for corrosion, debris buildup, or wear on bearing components.
- **Movement Restrictions**: Restricted movement of the bridge deck can indicate bearing failure.


9. **Efflorescence**
- **Visual Detection**: White, powdery deposits on concrete surfaces indicate efflorescence, which may suggest moisture problems.


10. **Other Signs**
- **Foundation Scouring**: Look for signs of sediment removal around bridge foundations, which can undermine stability.
- **Cracks in Concrete Substructures**: Vertical or horizontal cracks in piers or abutments may indicate foundation issues or excessive loads.


What to Do Next
If you observe any of these signs, it is crucial to report them to the relevant bridge maintenance authority or transportation department immediately. Timely inspection and repair can prevent further damage and ensure the safety and longevity of the bridge.



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

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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

​​

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


China Painted Steel Structure Bridge Q355B Metal Pedestrian Bridge supplier

Painted Steel Structure Bridge Q355B Metal Pedestrian Bridge

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