

Add to Cart
Heavy Duty Scaffold Bailey Bridge/suspension Bailey Bridge
In complex terrain, Bailey bridges are stable in a variety of ways:
1. **Reasonable design and optimized structure**
- **Optimized geometry and connection method**: By optimizing the
geometry, cross-sectional dimensions and node connection method of
Bailey bridges, their overall stiffness and stability can be
further improved. For example, the use of new node connection
methods, such as welding or high-strength bolt connections, can
reduce deformation and looseness at the nodes, thereby enhancing
the stability of the bridge.
- **Increase support structure**: Support frames are set on the
planes of the upper and lower chords of the Bailey bridge as plane
connections, and support frames are set on the vertical webs as
vertical connections. These support structures can effectively
improve the stability of the Bailey bridge.
2. **Strengthen foundation treatment**
- **Stable foundation**: In complex terrain, the foundation
treatment of Bailey bridges is crucial. It is necessary to ensure
that the foundations of piers and abutments are stable to prevent
loosening or settlement of the foundations due to terrain changes
or water erosion. For example, when building Bailey bridges in
mountainous areas or near rivers, the foundation is usually
reinforced, such as driving pile foundations or pouring concrete
foundations.
3. **Erection method adapted to terrain**
- **Flexible adjustment of span and structure**: Bailey bridges can
flexibly adjust span and structure according to different terrain
and needs. In complex terrain, the bearing capacity can be
increased by adjusting the arrangement of trusses (such as single
row, double row, triple row, or even double or triple trusses).
- **Segmented erection and gradual adjustment**: In complex
terrain, Bailey bridges can be erected in segments and the position
and height of the bridge can be gradually adjusted to adapt to
changes in terrain.
4. **Regular inspection and maintenance**
- **Regular inspection**: Regularly check whether the components of
the Bailey bridge are intact, such as support piles, abutments,
steel plates, connectors, etc. If damage or deformation is found,
it should be repaired or replaced in time to ensure the stability
and bearing capacity of the structure.
- **Rust-proof treatment**: Bailey bridges are susceptible to humid
environments and are prone to rust. Therefore, regular anti-rust
treatment should be carried out, and anti-rust paint can be applied
or other anti-rust methods can be used to protect the metal parts
of the bridge.
- **Clear waterways**: If the drainage system on the Bailey bridge
is blocked, it is easy to cause water accumulation, aggravating the
corrosion and damage of the bridge. Therefore, the drainage ditch
on the bridge deck should be cleared regularly to ensure smooth
drainage.
5. **Use professional equipment and technology**
- **Finite element analysis**: Through finite element numerical
calculation, the stability of the Bailey bridge under different
working conditions is analyzed and its structural design is
optimized. For example, during the construction phase, the
deformation and stress of the Bailey bridge under different loads
can be simulated by finite element analysis, so as to take measures
in advance to ensure stability.
- **Professional maintenance team**: For parts where maintenance
work is more complicated or requires special equipment, it is
recommended to ask professional technicians to operate and maintain
to ensure the accuracy and safety of the operation.
Through the above measures, the Bailey bridge can remain stable in complex terrain and provide reliable protection for transportation and military operations.
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