High Loading Bailey Bridge/export Bailey Bridge
The 200-type Bailey bridge can adapt well to the needs of multi-lane traffic, which is specifically reflected in the following aspects:
1. **Dual lane configuration**
The 200-type Bailey bridge can be assembled not only into a single-lane bridge, but also into a dual-lane bridge, thus expanding the scope of use of the bridge. The clear width of the bridge deck with a dual-lane configuration can reach 7.4 meters, which can meet the needs of multi-lane traffic.
2. **Lane width**
The single lane clear width of the 200-type Bailey bridge is 4.2 meters, which is wider than the 3.7 meters of the 321-type. This wider lane design is not only convenient for ordinary vehicles to pass, but also meets the passage needs of special vehicles.
3. **Load capacity**
The design load capacity of the 200-type Bailey bridge is strong, and it is suitable for load designs such as car-10, car-20, HS15, HS20, and crawler-50. This enables it to carry heavier vehicles and equipment and meet the high load requirements of multi-lane traffic.
4. **Flexible combination**
The modular design of the 200-type Bailey bridge allows it to flexibly adapt to different terrain conditions and traffic needs. By adjusting the arrangement of the trusses and adding support structures, the stability and load-bearing capacity of the bridge can be further enhanced.
5. **Actual application cases**
In actual applications, the 200-type Bailey bridge has been successfully used to build multi-lane bridges. For example, in some large-scale construction projects or traffic congestion areas, the 200-type Bailey bridge is used to build a two-lane bridge to improve traffic efficiency.
In summary, the 200-type Bailey bridge, with its two-lane configuration, wider lane width, strong load capacity and flexible combination, can well adapt to multi-lane traffic needs and provide reliable traffic solutions for various complex scenarios.
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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