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Galvanized Prefabricated Steel Truss Bridge Pontoon Bailey Bridge In India

Categories Steel Truss 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
Type: Truss bridge
Application: Bailey Bridge
Surface: Galvanized
Name: Bailey Bridge
Grade: Q235 Q345 & Q355B Steel
Product: Portable Steel Bridge
Durability: High
Dimensions: Standard
Install: Online Guidance, Support Installation
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Galvanized Prefabricated Steel Truss Bridge Pontoon Bailey Bridge In India

Pontoon Bailey Bridge/the Bailey Bridge In India


In the reinforcement of Bailey bridges in mountainous areas, **prestressed reinforcement method** and **external steel reinforcement method** are the most commonly used methods. These two methods are widely used in actual projects and have significant effects.


1. Prestressed reinforcement method
The prestressed reinforcement method enhances the bearing capacity and stability of the bridge by applying prestress in the bridge structure. This method is very common in the reinforcement of Bailey bridges in mountainous areas. The specific steps include:
- **Tie rod straightening and adjustment**: Straighten and adjust the prestressed tie rod before installation to ensure that the tie rod size and installation position are accurate.
- **Welding joint and screw inspection**: Perform quality inspection on welding joints, screws, nuts, etc. to ensure that they meet the design requirements.
- **Prestressed tensioning**: After temporarily fixing the two ends of the tie rod with bolts, prestressed tensioning is performed to ensure that the tie rod can withstand sufficient tension.
- **Filling and anti-corrosion treatment**: Use high-strength epoxy mortar or cement mortar to fill the gap between the tie rod and concrete, and apply anti-rust paint to the tie rod for anti-corrosion treatment.


2. External steel reinforcement method
The external steel reinforcement method is to wrap angle steel or steel plate on the surface of concrete foundation or bridge pier to enhance the bearing capacity and stability of the structure. This method is particularly effective in complex terrain in mountainous areas. The specific steps include:
- **Surface treatment**: Grind the concrete surface to ensure that the surface is flat, free of debris and dust.
- **Bonding and grouting**: Apply latex cement slurry or epoxy resin grouting material between the angle steel or steel plate and the concrete surface to enhance the bonding force.
- **Steel plate rust removal and cleaning**: Rust removal of steel plate, and use or xylene to clean the steel plate and concrete surface.


3. Other commonly used reinforcement methods
In addition to the above two methods, there are some other reinforcement methods that are also commonly used in Bailey bridges in mountainous areas:
- **Concrete foundation reinforcement**: In mountainous areas, concrete foundation reinforcement is one of the commonly used methods. By pouring concrete foundation, the load of the bridge can be effectively dispersed and the impact of terrain changes on the bridge can be reduced.
- **Diagonal support reinforcement**: Install diagonal supports on both sides or key parts of the Bailey bridge, and connect them by welding or bolting to ensure a firm connection between the diagonal supports and the main structure of the bridge, thereby enhancing the lateral stability of the bridge.


4. Basis for selecting reinforcement methods
When selecting a specific reinforcement method, it is necessary to comprehensively consider the actual conditions of the bridge, including:
- **Topographic conditions**: The terrain in mountainous areas is complex, and the foundation reinforcement method needs to adapt to different geological conditions.
- **Load requirements**: Select a suitable reinforcement method based on the use requirements and load conditions of the bridge.
- **Construction conditions**: Consider the on-site construction conditions and available resources, and select a reinforcement method with low construction difficulty and significant effect.

Through the above methods, Bailey bridges can achieve effective foundation reinforcement in complex mountainous terrain to ensure the stability and safety of the bridge.



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

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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



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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