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| Categories | Portable 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 |
| Surface: | Galvanized |
| Feature: | Welded,Galvanized |
| Surface Finish: | Painted or Galvanized |
| Application: | Bailey Bridge |
| Structure Type: | Steel Bridge |
| Lane: | Single lane 4.2m,Double Lane 7.35m |
| value: | comes with carrying case |
| Company Info. |
| Jiangsu Zhonghai Bridge Equipment Co.,LTD |
| Verified Supplier |
| View Contact Details |
| Product List |
Steel Bridge Rd Clayton Nc/structural Steel Bridge
The difference between Type 200 Bailey Bridge and Type 321 Bailey Bridge
Type 200 Bailey Bridge and Type 321 Bailey Bridge are both prefabricated steel bridges widely used in bridge engineering, but there are some significant differences in their design, structure and scope of application:
1. **Design and structure**
- **Type 200 Bailey Bridge**:
- The truss height is increased to 2.134 meters, which is higher
than the 1.76 meters of Type 321.
- The joints between the reinforced chords and the joints between
the trusses are staggered to reduce the inelastic deformation
caused by the pin hole gap, and the pre-arch method is used to
greatly reduce the vertical deflection of the bridge span.
- The bolt connection components are positioned and fixed by the
guide sleeve, which increases the product connection accuracy and
the service life of the bolts.
- The wind-resistant tie rod is made into an integral type and
connected to the beam to improve the overall stability of the
prefabricated steel bridge.
- **Type 321 Bailey Bridge**:
- The truss height is 1.76 meters, and the structure is relatively
compact.
- A simple pin-hole connection method is used, which is convenient
for quick assembly and disassembly.
- Applicable to a variety of load levels, including car-10, car-15,
car-20, crawler-50, trailer-80, etc.
2. **Scope of application**
- **Type 200 Bailey Bridge**:
- The clear width of the single-lane bridge deck is 4.2 meters, and
the clear width of the double-lane bridge deck is 7.4 meters.
- The combined span range is 9.14 meters to 76.2 meters (single
lane) and 9.14 meters to 57.9 meters (double lane).
- Applicable to load designs such as car-10, car-20, HS, HL93,
crawler-50, etc.
- **Type 321 Bailey Bridge**:
- The clear width of the single-lane bridge deck is 3.7 meters.
- The combined span range is 9 meters to 63 meters.
- Suitable for loads such as car-10, car-15, car-20, crawler-50,
trailer-80, etc.
3. **Features and advantages**
- **200 type Bailey bridge**:
- Various structural forms, higher bearing capacity, suitable for
large span and heavy load requirements.
- The design is more modern, using pre-arch and guide sleeve
technology to improve the stability and service life of the bridge.
- It can be assembled into a double-lane bridge, expanding the
scope of use.
- **321 type Bailey bridge**:
- The components are light, easy to disassemble and assemble, and
have strong adaptability. It can be quickly built with simple tools
and manpower.
- It is widely used in national defense preparation, transportation
engineering, and municipal water conservancy projects.
- It is suitable for a variety of load levels and has good
interchangeability and flexibility.
Summary
The 200-type Bailey bridge is more modern in design and structure,
suitable for large spans and heavy loads, while the 321-type Bailey
bridge is widely used in a variety of engineering scenarios due to
its light weight, easy assembly and disassembly, and strong
adaptability. The choice of which type of Bailey bridge should be
determined based on the specific engineering requirements and usage
environment.
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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