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Prefabricated Steel Bridge For Highway/steel Portable Bridge
A Bailey bridge is a modular, truss-based bridge designed for rapid assembly and disassembly. Its main components are designed to be lightweight, easy to transport, and simple to connect. Here are the key components of a Bailey bridge:
1. **Panel Girders**
Panel girders are the primary structural elements of a Bailey
bridge. They are rectangular frames made of steel, typically
measuring 10 feet (3.05 meters) in length and 5 feet (1.52 meters)
in height. Each panel girder consists of vertical posts and
horizontal chords connected by diagonal bracing. These girders are
designed to be easily connected to form the main trusses of the
bridge.
2. **Transoms**
Transoms are horizontal beams that span between the panel girders.
They provide support for the bridge deck and distribute the load
evenly across the trusses. Transoms come in various lengths to
accommodate different bridge widths and are typically made of
steel.
3. **Decking**
The decking is the surface of the bridge that supports vehicles and
pedestrians. It is usually made of steel or wooden planks and is
laid on top of the transoms. The decking can be designed to support
different types of traffic, from light vehicles to heavy military
equipment.
4. **Double-Webbed Members**
Double-webbed members are additional structural components used to
increase the load-carrying capacity of the bridge. They are
essentially two panel girders connected together to form a
stronger, double-width truss. These members are used in situations
where the bridge needs to support heavier loads.
5. **Single-Webbed Members**
Single-webbed members are individual panel girders used in lighter
load applications. They are the basic building blocks of the bridge
and can be combined to form the required truss structure.
6. **Bracing**
Bracing components, such as diagonal and vertical bracing, are used
to provide additional stability and rigidity to the bridge
structure. These components help to distribute loads and prevent
deformation under stress.
7. **Bearings and Supports**
Bearings and supports are used at the ends of the bridge to
transfer the load to the foundations. These components can be
adjustable to accommodate different ground conditions and ensure
proper alignment of the bridge.
8. **Accessories**
Accessories such as ramps, parapets, and walkways can be added to
the bridge to enhance its functionality and safety. Ramps provide
access to the bridge from the ground level, while parapets and
walkways ensure the safety of pedestrians and maintenance
personnel.
Assembly Process
The assembly of a Bailey bridge involves connecting these
components in a specific sequence:
1. **Foundation Preparation**: The site is prepared, and
foundations are laid for the bridge supports.
2. **Panel Girder Assembly**: Panel girders are connected
end-to-end to form the main trusses.
3. **Transom Installation**: Transoms are placed between the panel
girders to create the framework for the deck.
4. **Decking Installation**: Decking is laid on top of the transoms
to form the bridge surface.
5. **Bracing and Support**: Bracing components are added to ensure
the stability and rigidity of the structure.
6. **Final Adjustments**: Bearings and supports are adjusted to
ensure proper load distribution and alignment.
Advantages of Modular Design
The modular design of Bailey bridges allows for rapid assembly and
disassembly, making them ideal for temporary or emergency use. The
components are lightweight and easy to transport, and they can be
adapted to various bridge lengths and load requirements. This
flexibility and ease of use have made Bailey bridges a popular
choice in military, civil engineering, and disaster relief
applications.
In summary, the main components of a Bailey bridge include panel girders, transoms, decking, double-webbed members, single-webbed members, bracing, bearings, and supports. These components are designed to be easily assembled and disassembled, providing a versatile and reliable solution for various bridge construction needs.
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