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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 |
| Type: | Truss bridge |
| Application: | Bailey Bridge |
| Durable: | Yes |
| Lane: | Single lane 4.2m,Double Lane 7.35m |
| Adjustable Height: | Yes |
| Suitable For Pedestrians: | Yes |
| Easy To Assemble: | Yes |
| Material: | Aluminum alloy |
| Foldable: | Yes |
| Company Info. |
| Jiangsu Zhonghai Bridge Equipment Co.,LTD |
| Verified Supplier |
| View Contact Details |
| Product List |
Various Types Of Steel Bridges/steel Bridge Company
How does the modular design of the 200-type Bailey Bridge affect construction efficiency
The modular design of the 200-type Bailey Bridge significantly improves construction efficiency. The following are the specific impacts and advantages:
1. **Quick assembly and disassembly**
The 200-type Bailey Bridge adopts a modular design. Each component
can be prefabricated in the factory and then transported to the
construction site for rapid assembly. This method greatly shortens
the construction period, making the Bailey Bridge an ideal choice
for emergency response and rapid construction projects. In
emergency rescue after natural disasters, Bailey Bridges can be
quickly built to ensure the rapid passage of rescue materials and
personnel.
2. **Flexible adjustment**
The modular design allows the 200-type Bailey Bridge to quickly
adjust the span and load-bearing capacity of the bridge according
to actual needs. This flexibility not only improves construction
efficiency, but also reduces construction delays caused by design
changes.
3. **Reduce on-site workload**
Since most of the components are prefabricated in the factory, only
simple assembly is required on site, which greatly reduces the
workload and construction time on site. This not only improves
construction efficiency, but also reduces the requirements for
on-site construction conditions.
4. **Strong adaptability**
The modular design of the Type 200 Bailey Bridge enables it to
adapt to various terrains and environmental conditions. Whether it
is crossing rivers, gullies or other obstacles, it can provide
reliable solutions. This adaptability further improves construction
efficiency and reduces construction delays caused by terrain
restrictions.
5. **Reuse**
The components of the Type 200 Bailey Bridge can be disassembled
and reassembled many times and recycled. This not only reduces
engineering costs, but also improves resource utilization
efficiency. The ability to reuse further reduces resource waste and
time costs during construction.
6. **Reduce dependence on professional equipment and personnel**
The modular design of the Type 200 Bailey Bridge makes the
construction process without the need for special tools or heavy
equipment, and the bridge components are small and easy to
transport and install. This reduces dependence on professional
equipment and personnel and further improves construction
efficiency.
Summary
The modular design of the Type 200 Bailey Bridge significantly
improves construction efficiency through rapid erection and
disassembly, flexible adjustment, reduced on-site workload, strong
adaptability, reuse, and reduced reliance on specialized equipment
and personnel. These features make it an ideal choice for various
complex engineering needs.
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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