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4.2m Compact Bailey Bridge / Steel Bailey Truss Bridge Hot Dip

Categories Bailey 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
Color: Green, Grey, Orange,Red
Width: 4.2m
Structure Type: Steel Bridge
Material: Steel
Name: Bailey Bridge
Easy To Assemble: Yes
Oem: Yes
Corrosion Prevention: Hot Dip Galvanized Or Painted
Application: rigid frame bridge
Portable: Yes
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4.2m Compact Bailey Bridge / Steel Bailey Truss Bridge Hot Dip

Compact Bailey Bridge/truss Bailey Bridge


When reinforcing Bailey bridges in mountainous areas, the following comprehensive measures can be taken to prevent landslides:


1. **Foundation reinforcement**
- **Anti-slide piles**: Anti-slide piles are set in the landslide body. The anti-slide piles pass through the sliding body and are anchored at a certain depth of the landslide bed to resist the thrust of the landslide. Soil nail walls can be set between the anti-slide piles to connect the anti-slide piles into a whole and jointly bear the landslide soil pressure.
- **Concrete foundation**: Concrete foundations are poured at the piers and abutments to ensure that the foundation is deep into the stable stratum and provides sufficient support.


2. **Drainage measures**
- **Surface drainage**: Vertical and horizontal intercepting drainage ditches are set on both sides of the bridge and upstream of the piers to divert surface water to a safe area to prevent surface water from seeping and lubricating the sliding surface.
- **Underground drainage**: For the groundwater in the landslide body, drainage ditches or seepage ditches are set to divert the water out of the landslide body. Drainage holes are set behind the anti-slide piles and soil nail walls to drain the accumulated water.


3. **Support engineering**
- **Anti-slide retaining wall**: Building an anti-slide retaining wall at the bottom of the landslide is one of the effective measures for landslide control.
- **Anchor retaining wall**: Adopt column-plate anchor retaining wall or vertical prestressed anchor retaining wall to prevent rock mass from sliding down through the pull-out resistance or shear force of the anchor.


4. **Local water-blocking measures**
When setting bridge piers on the landslide body, in order to prevent surface water from seeping down to the sliding surface along the loose backfill soil layer, clay can be used to seal the backfill surface, and 0.3-meter-thick C20 concrete protective surface can be laid on the surface.


5. **Isolation and pressure reduction measures**
In order to prevent the anti-slide piles from directly transmitting the soil pressure to the bridge pier foundation after displacement, affecting the safety of the bridge pier foundation structure, flexible materials that are easily deformed, such as coarse sand, can be used to backfill between the cap and the anti-slide piles.


6. **Protective measures during construction and operation**
- **Pre-reinforcement measures**: Pre-reinforce the landslide body before bridge construction.
- **Monitoring and maintenance**: During construction and operation, it is prohibited to load or abandon soil on the landslide body, and strengthen the monitoring of the slope and landslide body of the foundation pit. After completion, the landslide body is dynamically tracked and monitored, and once an abnormality is found, timely measures are taken to rectify it.

Through the above measures, landslides can be effectively prevented during the reinforcement of Bailey bridges in mountainous areas 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

​​

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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