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Temporary Emergency Panel Bridges/temporary Emergency Mabey Panel Bridges
Performance of Type 321 Bailey Bridge in Emergency Situations
Type 321 Bailey Bridge performs well in a variety of emergency situations, especially in scenarios that require rapid construction and disassembly. The following are specific application cases and performance:
1. **Flood relief**
During flood relief, Type 321 Bailey Bridge can quickly build
temporary passages to ensure the passage of rescue materials and
personnel. For example, in a flood relief drill in Yulin City, 21
emergency rescue team members successfully erected a Type 321
Bailey Bridge with a single span of 12 meters long and 3.75 meters
wide in just one and a half hours. This rapid construction
capability makes it an ideal choice for responding to natural
disasters such as floods.
2. **Earthquake relief**
During earthquake relief, Type 321 Bailey Bridge can quickly build
temporary bridges to ensure the passage of rescue materials and
personnel. Its high load-bearing capacity and rapid construction
characteristics make it a key tool in rescue work[^1000^]. For
example, during the 2008 Wenchuan earthquake, a large number of
Type 321 Bailey bridges were used for disaster relief, ensuring the
forward transportation of earthquake relief materials, the
evacuation of the wounded, and the evacuation of the masses.
3. **Military transportation**
The Type 321 Bailey bridge was originally designed for military
purposes and is widely used in military transportation and combat
readiness projects. Its rapid erection and disassembly
characteristics make it an important equipment in military projects
[^1001^]. During military operations, the Type 321 Bailey bridge
can quickly build temporary bridges to ensure the passage of
military vehicles and personnel.
4. **Traffic engineering**
In traffic engineering, the Type 321 Bailey bridge can be used to
quickly build temporary bridges to ensure the continuity of
traffic. It can be used to cross obstacles such as rivers, gullies,
and broken bridges to ensure the passage of vehicles and personnel
[^1003^]. For example, in a certain project, 321-type Bailey
bridges were used as the main beams, with a 6-row single-layer
top-bearing structure and a designed traffic load of 100 tons.
5. **Municipal water conservancy projects**
In municipal water conservancy projects, 321-type Bailey bridges
can be used to build construction channels, temporary bridges, etc.
Its high load-bearing capacity and rapid construction make it an
important tool in water conservancy projects [^1005^]. For example,
in a municipal water conservancy project, 321-type Bailey bridges
were used to build construction channels to ensure the smooth
transportation of construction materials and equipment.
Summary
Due to its rapid construction, high load-bearing capacity, strong
adaptability and versatility, 321-type Bailey bridges have played
an important role in various emergency situations such as flood
control and rescue, earthquake rescue, military transportation,
transportation engineering and municipal water conservancy
projects, providing strong support for rescue work. These
characteristics make it an ideal choice for responding to various
complex engineering needs.
Specifications:
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 |
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 |
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