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| Categories | Bailey 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 |
| Application: | Bailey Bridge |
| Surface: | Galvanized |
| Name: | Bailey Bridge |
| Used In Military And Civilian Applications: | Yes |
| Net Width: | 3.15m,3.6m,4.2m,7.35m,10.5m |
| Type: | Truss Bridge |
| Secondary Steel: | Q235 |
| Modular Design: | Yes |
| Material: | Steel |
| Structure Type: | Steel Bridge |
| Width: | 4.2 |
| Color: | Green, Grey, Orange,Red |
| Company Info. |
| Jiangsu Zhonghai Bridge Equipment Co.,LTD |
| Verified Supplier |
| View Contact Details |
| Product List |
Suspension Bailey Bridge/prefabricated Compact Bailey Bridge
When reinforcing Bailey bridges in mountainous areas, construction safety is of vital importance. Here are some key safety considerations and measures:
1. **Preparation before construction**
- **Geological survey**: Before construction, a detailed survey of
the geological conditions in the mountainous area should be
conducted to ensure the rationality of the foundation treatment
plan.
- **Special construction plan**: Prepare a special construction
plan including design, assembly, dismantling, etc., and clarify
safety measures.
- **Staff training**: All personnel involved in the construction
must be qualified after training before they can take up their
posts, and special operations personnel must be certified before
taking up their posts.
2. **Foundation treatment**
- **Foundation bearing capacity inspection**: After the foundation
is excavated, it should be checked whether the geology meets the
design requirements, the concrete foundation should be poured in
time, and drainage facilities should be well prepared to avoid
rainwater soaking.
- **Foundation reinforcement**: According to the geological
conditions, pile foundation reinforcement or foundation treatment
(such as replacement filling, grouting reinforcement, etc.) is used
to enhance the bearing capacity and stability of the foundation.
3. **Safety measures during construction**
- **Construction equipment management**: The machinery, equipment,
materials, etc. used should comply with national and industry
standards to ensure the safety of the equipment.
- **Protection of construction personnel**: Construction personnel
must wear personal protective equipment such as safety helmets and
safety belts, and it is strictly forbidden to work under the
influence of alcohol.
- **Lifting operation**: When lifting Bailey piers, they should be
assembled in layers to avoid lifting a single set of Baileys to the
top at one time, and ensure that the connection is firm before
proceeding to the next step.
- **Scaffolding and protective facilities**: The erected
scaffolding must be firm and reliable, and protective nets should
be installed around and below to prevent people and objects from
falling.
- **Electrical safety**: Temporary electricity use at the
construction site should be strictly implemented in accordance with
relevant specifications, use safe voltage, and ensure safe
electricity use.
4. **Inspection and maintenance after construction**
- **Inspection and acceptance**: After the construction is
completed, the connection of each part should be inspected and
accepted to ensure the quality of construction.
- **Regular maintenance**: After the reinforcement is completed,
the bridge should be inspected and maintained regularly to promptly
discover and deal with potential safety hazards.
Through the above measures, construction safety can be effectively guaranteed during the reinforcement construction of Bailey bridges in mountainous areas, ensuring the stability and safety of the bridges.
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

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