Heavy Duty Scaffold Bailey Suspension Bridge TSR Structure Q345E

Brand Name:Zhonghai Bailey Bridge
Certification:IS09001, CE
Model Number:CB200/CB321
Minimum Order Quantity:1 Pcs
Delivery Time:8-10 work days
Payment Terms:L/C,D/P,T/T
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Location: Zhenjiang Jiangsu China
Address: No. 83, Dantu New City Section, Speech Highway, Dantu District, Zhenjiang, Jiangsu, China
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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 ForceStructure Form
Not Reinforced ModelReinforced Model
SSDSTSDDRSSRDSRTSRDDR
321(100)Standard Truss Moment(kN.m)788.21576.42246.43265.41687.533754809.46750
321(100)Standard Truss Shear (kN)245.2490.5698.9490.5245.2490.5698.9490.5
321 (100) Table of geometric characteristics of truss bridge(Half bridge)
Type No.Geometric CharacteristicsStructure Form
Not Reinforced ModelReinforced Model
SSDSTSDDRSSRDSRTSRDDR
321(100)Section properties(cm3)3578.57157.110735.614817.97699.115398.323097.430641.7
321(100)Moment of inertia(cm4)250497.2500994.4751491.62148588.8577434.41154868.81732303.24596255.2

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CB200 Truss Press Limited Table
NO.Internal ForceStructure Form
Not Reinforced ModelReinforced Model
SSDSTSQSSSRDSRTSRQSR
200Standard Truss Moment(kN.m)1034.32027.22978.83930.32165.44244.26236.48228.6
200Standard Truss Shear (kN)222.1435.3639.6843.9222.1435.3639.6843.9
201High Bending Truss Moment(kN.m)1593.23122.84585.56054.33335.86538.29607.112676.1
202High Bending Truss Shear(kN)3486961044139234869610441392
203Shear Force of Super High Shear Truss(kN)509.8999.21468.21937.2509.8999.21468.21937.2

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CB200 Table of Geometric Characteristics of Truss Bridge(Half Bridge)
StructureGeometric Characteristics
Geometric CharacteristicsChord Area(cm2)Section Properties(cm3)Moment of Inertia(cm4)
ssSS25.485437580174
SSR50.96108751160348
DSDS50.96108751160348
DSR176.44163121740522
DSR2101.92217502320696
TSTS76.44163121740522
TSR2127.4271852900870
TSR3152.88326253481044
QSQS101.92217502320696
QSR3178.36380594061218
QSR4203.84435004641392



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



China Heavy Duty Scaffold Bailey Suspension Bridge TSR Structure Q345E supplier

Heavy Duty Scaffold Bailey Suspension Bridge TSR Structure Q345E

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