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| 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 |
| Name: | Bailey Bridge |
| Features: | Adjustable, Durable, Lightweight |
| Package Contents: | 1 Panel Bridge, Screws |
| Surface Treatment: | Hot Dip Galvanized or Painted |
| Dimensions: | 7.6m width |
| Payment: | T/T,LC |
| Corrosion Resistance: | High |
| Corrosion Prevention: | Galvanization Or Painting |
| Feature: | Modern |
| Life: | Semi-Permanent Bridge |
| Antisepsis: | Galvanize |
| Company Info. |
| Jiangsu Zhonghai Bridge Equipment Co.,LTD |
| Verified Supplier |
| View Contact Details |
| Product List |
Sway Brace For Bailey Bridge/offer Bailey Bridge
In complex mountainous terrain, the foundation reinforcement of Bailey bridges is a key step to ensure the stability and safety of bridges. The following are several common foundation reinforcement methods:
1. **Pile foundation reinforcement**
In mountainous areas, especially in river valleys or unstable
terrain, pile foundation reinforcement can effectively improve the
foundation stability of Bailey bridges. Specific methods include:
- **Pile foundation driving**: Drive steel pipe piles or concrete
piles into the piers and abutments to ensure that the pile
foundation is deep into the stable stratum and provides sufficient
support.
- **Pile foundation connection**: Connect the support structure of
the Bailey bridge to the pile foundation through welding or
high-strength bolts to ensure the stability of the overall
structure.
2. **Concrete foundation**
In mountainous areas, concrete foundation is a common reinforcement
method, and the specific steps include:
- **Excavation foundation**: According to geological conditions,
excavate a foundation pit of sufficient depth to ensure that the
bearing capacity of the foundation meets the design requirements.
- **Pouring concrete**: Pouring concrete in the foundation pit to
form a solid foundation. Concrete foundation can effectively
disperse the load of the bridge and reduce the impact of terrain
changes on the bridge.
3. **Prestressed reinforcement method**
The prestressed reinforcement method enhances the stability of the
bridge through prestressed tie rods or support rods. In mountainous
areas, this method can effectively cope with terrain changes and
uneven settlement:
- **Tie rod adjustment**: Straighten and adjust the tie rods before
installation to ensure the correct size and installation position
of the tie rods.
- **Prestressed tensioning**: After the tie rods are installed,
prestressed tensioning is performed to ensure that the tie rods can
withstand sufficient tension and enhance the stability of the
bridge.
4. **External steel reinforcement method**
The external steel reinforcement method enhances the bearing
capacity and stability of the structure by wrapping angle steel or
steel plates on the surface of the concrete foundation or bridge
pier. This method is suitable for complex terrain in mountainous
areas where the foundation surface is uneven or requires additional
reinforcement:
- **Surface treatment**: Before reinforcement, the concrete surface
is polished to ensure that the surface is flat and 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.
5. **Diagonal support reinforcement**
In complex mountainous terrain, diagonal supports can effectively
enhance the lateral stability of Bailey bridges:
- **Diagonal support installation**: Install diagonal supports on
both sides or key parts of Bailey bridges, and connect them by
welding or bolting to ensure a firm connection between the diagonal
supports and the main structure of the bridge.
- **Adjustment and reinforcement**: According to the terrain and
actual needs, adjust the angle and length of the diagonal support
to ensure that it can effectively disperse the load and enhance the
stability of the bridge.
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:
| 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 | |
| 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 |
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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