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| Categories | Panel Bridge | 
|---|---|
| Brand Name: | Zhonghai Bailey Bridge | 
| Model Number: | CB200/CB321 | 
| Certification: | IS09001, CE | 
| Place of Origin: | China | 
| MOQ: | 1 Pcs | 
| Price: | USD 95-450 | 
| Payment Terms: | L/C,D/P,T/T | 
| Supply Ability: | 60000ton/year | 
| Delivery Time: | 8-10 work days | 
| Packaging Details: | Naked | 
| Lane: | Single lane 4.2m,Double Lane 7.35m | 
| Surface: | Galvanized | 
| Type: | Truss bridge | 
| Application: | Bailey Bridge | 
| Feature: | Welded,Galvanized | 
| Length: | 300 | 
| Structure: | TSR | 
| Coating: | galvanized | 
| value: | suitable for various applications such as bridges, walkways, and platforms | 
| Materials: | Q345E | 
| Company Info. | 
| Jiangsu Zhonghai Bridge Equipment Co.,LTD | 
| Verified Supplier | 
| View Contact Details | 
| Product List | 
Construction Equipment Modular Panel Bridges/compact Panel Bridge
Construction time of Type 321 Bailey bridge in military operations
The construction time of Type 321 Bailey bridge in military operations varies depending on the span, complexity and proficiency of the bridge operators. Here are some specific cases and data:
1. **Actual case**
- On July 6, 2016, the bridge squadron of the Sixth Brigade of the
Armed Police Traffic Brigade built a Bailey bridge in Dingjiazhai
Village, Yanjiahe Town, Macheng City to rescue more than 800
villagers trapped in Yejia Village on the opposite bank. The bridge
is nearly 200 meters long. One of the damaged and collapsed parts
is close to the embankment abutment of Yanjiahe Town, with a length
of more than 30 meters; the other is located in the middle of the
bridge, close to Yejia Village, with a length of about 40 meters.
The officers and soldiers of the Armed Police Traffic Force worked
continuously day and night, and finally completed the construction
of the bridge in 18 hours and 35 minutes.
- In November 2015 and September 2016, the Lishui Highway Administration Bureau conducted emergency erection and dismantling drills for the 321-type Bailey bridge in response to landslide geological disasters. In one drill, the rescue team successfully erected a 321-type Bailey bridge with a single span of 12 meters and a width of 3.75 meters in just one and a half hours.
2. **Theoretical data**
- According to the user manual of the 321-type Bailey bridge, the
assembly and laying of the bridge are very convenient and the
bridge can be built in a short time.
- In general, the construction time of the 321-type Bailey bridge
depends on the span and complexity of the bridge. For a bridge with
a single span of about 30 meters, skilled operators can usually
complete the construction within 6 to 12 hours.
Summary
The construction time of the Type 321 Bailey Bridge in military
operations usually ranges from a few hours to a day, depending on
the span, complexity and proficiency of the bridge operators. Its
rapid construction and disassembly features make it an ideal choice
for emergency situations.
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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