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Q355B Steel Pedestrian Bridge Steel Structure Bridge 1.5m Height 2m Width

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
Packing: Packing in Containers or Bulk
Grade: Q355B
Surface Finish: Painted or Galvanized
Panel Height: 1.5m ,2.134m
Maintenance: low
Height: 1.5m
Width: 2m
Modular Panel Length: 3m,3.048m
Color: silver
Product Capability: 60000 Pieces Per Year
Standard: ASTM,GB,BS,BV
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Q355B Steel Pedestrian Bridge Steel Structure Bridge 1.5m Height 2m Width

Steel Bridge With Good Quality/steel Structure Bridge Application


The maintenance requirements for Bailey bridges, such as those produced by Jiangsu Zhonghai Bridge Equipment Co., Ltd., are significantly influenced by various environmental factors. These factors include:


1. **Weather Conditions**:

Extreme temperatures, humidity, and exposure to saltwater can accelerate corrosion and wear on bridge components. In such environments, more frequent inspections and maintenance are necessary to ensure structural integrity.


2. **Pollution**:

Industrial pollutants and de-icing salts can also contribute to corrosion. Regular cleaning of the bridge surfaces is recommended to remove pollutants and prevent localized corrosion.


3. **Soil Stability**:

The stability of the soil around the bridge foundations can affect the bridge's structural stability. In areas with unstable soil, additional measures such as soil reinforcement may be needed.


4. **Biological Growth**:

In humid environments, biological growth such as algae or moss can accumulate on the bridge surface, leading to potential corrosion and reduced structural performance. Regular cleaning to remove such growth is essential.


5. **Seismic Activity**:

In regions prone to earthquakes, the bridge design and maintenance must consider seismic resilience. This may involve periodic checks of seismic bracing and other structural components.

To mitigate these environmental impacts, maintenance practices should include regular inspections, timely repairs, and the application of protective coatings. In highly corrosive environments, such as coastal areas, thicker galvanized coatings or additional corrosion-resistant materials may be necessary.



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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