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| 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 |
| Company Info. |
| Jiangsu Zhonghai Bridge Equipment Co.,LTD |
| Verified Supplier |
| View Contact Details |
| Product List |
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 Force | Structure Form | |||||||
| Not Reinforced Model | Reinforced Model | ||||||||
| SS | DS | TS | DDR | SSR | DSR | TSR | DDR | ||
| 321(100) | Standard Truss Moment(kN.m) | 788.2 | 1576.4 | 2246.4 | 3265.4 | 1687.5 | 3375 | 4809.4 | 6750 |
| 321(100) | Standard Truss Shear (kN) | 245.2 | 490.5 | 698.9 | 490.5 | 245.2 | 490.5 | 698.9 | 490.5 |
| 321 (100) Table of geometric characteristics of truss bridge(Half bridge) | |||||||||
| Type No. | Geometric Characteristics | Structure Form | |||||||
| Not Reinforced Model | Reinforced Model | ||||||||
| SS | DS | TS | DDR | SSR | DSR | TSR | DDR | ||
| 321(100) | Section properties(cm3) | 3578.5 | 7157.1 | 10735.6 | 14817.9 | 7699.1 | 15398.3 | 23097.4 | 30641.7 |
| 321(100) | Moment of inertia(cm4) | 250497.2 | 500994.4 | 751491.6 | 2148588.8 | 577434.4 | 1154868.8 | 1732303.2 | 4596255.2 |
| CB200 Truss Press Limited Table | |||||||||
| NO. | Internal Force | Structure Form | |||||||
| Not Reinforced Model | Reinforced Model | ||||||||
| SS | DS | TS | QS | SSR | DSR | TSR | QSR | ||
| 200 | Standard Truss Moment(kN.m) | 1034.3 | 2027.2 | 2978.8 | 3930.3 | 2165.4 | 4244.2 | 6236.4 | 8228.6 |
| 200 | Standard Truss Shear (kN) | 222.1 | 435.3 | 639.6 | 843.9 | 222.1 | 435.3 | 639.6 | 843.9 |
| 201 | High Bending Truss Moment(kN.m) | 1593.2 | 3122.8 | 4585.5 | 6054.3 | 3335.8 | 6538.2 | 9607.1 | 12676.1 |
| 202 | High Bending Truss Shear(kN) | 348 | 696 | 1044 | 1392 | 348 | 696 | 1044 | 1392 |
| 203 | Shear Force of Super High Shear Truss(kN) | 509.8 | 999.2 | 1468.2 | 1937.2 | 509.8 | 999.2 | 1468.2 | 1937.2 |
| CB200 Table of Geometric Characteristics of Truss Bridge(Half Bridge) | ||||
| Structure | Geometric Characteristics | |||
| Geometric Characteristics | Chord Area(cm2) | Section Properties(cm3) | Moment of Inertia(cm4) | |
| ss | SS | 25.48 | 5437 | 580174 |
| SSR | 50.96 | 10875 | 1160348 | |
| DS | DS | 50.96 | 10875 | 1160348 |
| DSR1 | 76.44 | 16312 | 1740522 | |
| DSR2 | 101.92 | 21750 | 2320696 | |
| TS | TS | 76.44 | 16312 | 1740522 |
| TSR2 | 127.4 | 27185 | 2900870 | |
| TSR3 | 152.88 | 32625 | 3481044 | |
| QS | QS | 101.92 | 21750 | 2320696 |
| QSR3 | 178.36 | 38059 | 4061218 | |
| QSR4 | 203.84 | 43500 | 4641392 | |
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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