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Steel Panel Temporary Pedestrian Bridge Double Lane 7.35m 3000mm*1400mm Panel Size

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
Standard: ASTM,GB,BS,BV
Packing: Packing in Containers or Bulk
Dimensions: Standard or Customized
Ramp: 6m,9m,12m
Name: Bailey Bridge
Lane: Single lane 4.2m,Double Lane 7.35m
Panel Size: 3000mm*1400mm
Surface Finish: Pained or Galvanized
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Steel Panel Temporary Pedestrian Bridge Double Lane 7.35m 3000mm*1400mm Panel Size

Steel Panel Bridge/temporary Steel Panel Bridge


Using zinc-rich primer coatings on steel bridges offers several significant benefits that enhance durability, reduce maintenance, and provide long-term protection against corrosion:


1. **Cathodic Protection**
Zinc-rich primers provide cathodic protection due to their high zinc content (typically 60-90%). Zinc acts as a sacrificial anode, corroding preferentially over the steel. This means that even if the coating is breached, the underlying steel remains protected from corrosion.


2. **Barrier Protection**
The epoxy resin in zinc-rich primers forms a tight, impermeable barrier over the steel surface. This barrier physically blocks water, oxygen, and other corrosive elements from reaching the steel, significantly reducing the risk of rust and corrosion.


3. **Long-Term Durability**
Zinc-rich primers offer long-term protection by combining both cathodic and barrier protection mechanisms. This dual protection extends the lifespan of steel structures, reducing the need for frequent maintenance and replacements.


4. **Versatility and Adaptability**
These primers are highly versatile and can be used in a wide range of environments, from marine settings to industrial facilities. They are particularly effective in harsh conditions where steel is exposed to salt spray, high humidity, and industrial chemicals.


5. **Cost-Effectiveness**
By prolonging the lifespan of steel structures and reducing maintenance needs, zinc-rich primers offer substantial cost savings over time. The initial investment in high-quality coatings pays off through reduced maintenance and longer service life.


6. **Reduced Maintenance**
Zinc-rich primers continue to protect the steel even if the topcoat is breached, making them a superior choice for long-term corrosion resistance. This reduces the frequency of maintenance and the associated costs.


7. **Chemical Resistance**
The epoxy resin component in zinc-rich primers provides additional chemical resistance, further aiding in preventing rust-inducing reactions with other chemicals.


8. **Self-Healing Properties**
Some advanced zinc-rich primers incorporate conductive polymers or other additives that enhance their self-healing properties. These materials can rebuild the protective layer if it is damaged, ensuring continuous protection.


Conclusion
Zinc-rich primer coatings are a highly effective solution for protecting steel bridges from corrosion. Their combination of cathodic and barrier protection, long-term durability, and cost-effectiveness make them an ideal choice for ensuring the longevity and reliability of steel structures.



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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