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CB200
ZHONGHAI
ZHQL-CB200
A Bailey Bridge’s remarkable adaptability, strength, and rapid assembly rely on its well-designed, standardized components. Each part plays a unique role in forming a stable structure, working together to span gaps from small streams to wide rivers while supporting diverse loads. Understanding these key components reveals why the Bailey Bridge remains a staple in emergency and temporary infras
tructure worldwide.
The Bailey Panel is the bridge’s core structural element. Typically 3 meters long and 1.5 meters high, these rectangular steel frames consist of top and bottom chords (horizontal members) connected by vertical and diagonal struts. Precision-drilled holes along the panel edges allow easy interlocking with other panels via bolts or pins, enabling horizontal extension to adjust span length and vertical stacking to boost load capacity. Panels form the truss framework that distributes weight evenly, the foundation of the bridge’s strength.
Next, transverse beams (or cross beams) span the gap between parallel truss systems formed by Bailey Panels. Usually made of heavy-duty steel, these beams support the decking and transfer loads from the deck to the trusses. Their placement at regular intervals (often every 1.5 meters) ensures the deck remains stable, preventing sagging even under heavy traffic like military vehicles or construction equipment.
The decking provides the walking or driving surface. Traditionally made of wooden planks, modern Bailey Bridges often use steel or aluminum decking for enhanced durability and corrosion resistance. Decking panels are laid across transverse beams and secured with clips, creating a continuous, slip-resistant surface. For pedestrian use, lighter decking suffices; heavier-duty options cater to vehicles.
Stringers (or longitudinal beams) sometimes add extra support between transverse beams, especially for wider decks or heavier loads. These narrow steel beams reinforce the decking, ensuring even weight distribution and reducing stress on individual components.
Finally, abutments and piers are the bridge’s supports. While not always unique to Bailey Bridges, temporary or permanent abutments (at the bridge ends) and piers (mid-span supports for long spans) anchor the structure to the ground. Simple abutments can be made of concrete blocks or stacked steel, while piers may use steel frames—all designed to handle the bridge’s total load and resist lateral forces like wind or water flow.
Each component’s standardization is key: parts are lightweight enough for manual transport and require no specialized tools to assemble. This synergy of components lets a small team build a Bailey Bridge in hours, making it an invaluable solution for disaster relief, military operations, and remote area connectivity.
| 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 | |
A Bailey Bridge’s remarkable adaptability, strength, and rapid assembly rely on its well-designed, standardized components. Each part plays a unique role in forming a stable structure, working together to span gaps from small streams to wide rivers while supporting diverse loads. Understanding these key components reveals why the Bailey Bridge remains a staple in emergency and temporary infras
tructure worldwide.
The Bailey Panel is the bridge’s core structural element. Typically 3 meters long and 1.5 meters high, these rectangular steel frames consist of top and bottom chords (horizontal members) connected by vertical and diagonal struts. Precision-drilled holes along the panel edges allow easy interlocking with other panels via bolts or pins, enabling horizontal extension to adjust span length and vertical stacking to boost load capacity. Panels form the truss framework that distributes weight evenly, the foundation of the bridge’s strength.
Next, transverse beams (or cross beams) span the gap between parallel truss systems formed by Bailey Panels. Usually made of heavy-duty steel, these beams support the decking and transfer loads from the deck to the trusses. Their placement at regular intervals (often every 1.5 meters) ensures the deck remains stable, preventing sagging even under heavy traffic like military vehicles or construction equipment.
The decking provides the walking or driving surface. Traditionally made of wooden planks, modern Bailey Bridges often use steel or aluminum decking for enhanced durability and corrosion resistance. Decking panels are laid across transverse beams and secured with clips, creating a continuous, slip-resistant surface. For pedestrian use, lighter decking suffices; heavier-duty options cater to vehicles.
Stringers (or longitudinal beams) sometimes add extra support between transverse beams, especially for wider decks or heavier loads. These narrow steel beams reinforce the decking, ensuring even weight distribution and reducing stress on individual components.
Finally, abutments and piers are the bridge’s supports. While not always unique to Bailey Bridges, temporary or permanent abutments (at the bridge ends) and piers (mid-span supports for long spans) anchor the structure to the ground. Simple abutments can be made of concrete blocks or stacked steel, while piers may use steel frames—all designed to handle the bridge’s total load and resist lateral forces like wind or water flow.
Each component’s standardization is key: parts are lightweight enough for manual transport and require no specialized tools to assemble. This synergy of components lets a small team build a Bailey Bridge in hours, making it an invaluable solution for disaster relief, military operations, and remote area connectivity.
| 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 | |