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CB100
Galvanized Bailey bridges stand out as a flexible and robust solution in emergency and temporary infrastructure needs, blending the adaptability of Bailey bridge design with the corrosion resistance of galvanized steel. A Bailey bridge, originally developed during World War II for rapid deployment, consists of modular steel panels that can be assembled quickly without heavy machinery— a feature amplified by the use of galvanized components.
The galvanization process, which coats steel panels and connectors with a zinc layer via hot-dip treatment, addresses a critical challenge for Bailey bridges: exposure to harsh environments. Unlike uncoated steel versions that rust rapidly when exposed to rain, floods, or coastal saltwater, galvanized Bailey bridges resist corrosion effectively. This protection is vital, as these bridges often serve in disaster zones (like post-flood or earthquake areas) or remote construction sites where regular maintenance is difficult.
Beyond durability, galvanized Bailey bridges retain the core advantages of traditional Bailey designs. Their modular structure allows for customization of span length and load capacity, making them suitable for pedestrian use, light vehicle traffic, or even heavy-duty applications like military convoys. The galvanized steel’s high strength-to-weight ratio also ensures the bridge remains sturdy while keeping components lightweight enough for manual assembly— a key benefit in areas with limited access to cranes.
Longevity is another standout feature. With galvanization, a Bailey bridge can last up to 30 years in outdoor conditions, far exceeding the lifespan of uncoated or painted alternatives. This extended service life makes it a cost-effective choice not just for emergencies, but also for long-term temporary projects, such as rural road upgrades or mining site access.
In summary, galvanized Bailey bridges combine rapid deployability, environmental resilience, and cost efficiency. As a result, they remain a go-to solution for governments, militaries, and aid organizations worldwide, ensuring reliable connectivity when and where it is needed most.
| 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 | |
Galvanized Bailey bridges stand out as a flexible and robust solution in emergency and temporary infrastructure needs, blending the adaptability of Bailey bridge design with the corrosion resistance of galvanized steel. A Bailey bridge, originally developed during World War II for rapid deployment, consists of modular steel panels that can be assembled quickly without heavy machinery— a feature amplified by the use of galvanized components.
The galvanization process, which coats steel panels and connectors with a zinc layer via hot-dip treatment, addresses a critical challenge for Bailey bridges: exposure to harsh environments. Unlike uncoated steel versions that rust rapidly when exposed to rain, floods, or coastal saltwater, galvanized Bailey bridges resist corrosion effectively. This protection is vital, as these bridges often serve in disaster zones (like post-flood or earthquake areas) or remote construction sites where regular maintenance is difficult.
Beyond durability, galvanized Bailey bridges retain the core advantages of traditional Bailey designs. Their modular structure allows for customization of span length and load capacity, making them suitable for pedestrian use, light vehicle traffic, or even heavy-duty applications like military convoys. The galvanized steel’s high strength-to-weight ratio also ensures the bridge remains sturdy while keeping components lightweight enough for manual assembly— a key benefit in areas with limited access to cranes.
Longevity is another standout feature. With galvanization, a Bailey bridge can last up to 30 years in outdoor conditions, far exceeding the lifespan of uncoated or painted alternatives. This extended service life makes it a cost-effective choice not just for emergencies, but also for long-term temporary projects, such as rural road upgrades or mining site access.
In summary, galvanized Bailey bridges combine rapid deployability, environmental resilience, and cost efficiency. As a result, they remain a go-to solution for governments, militaries, and aid organizations worldwide, ensuring reliable connectivity when and where it is needed most.
| 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 | |