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| Categories | Trestle 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 |
| Grade: | Q355B |
| Qualification: | ISO or Similar |
| Ramp: | 6m,9m,12m |
| Corrosion Prevention: | Hot Dip Galvanized Or Original Painted |
| Surface Finish: | Painted or Galvanized |
| Main Steel: | GB Q345B |
| Application: | Steel Structure Bridge |
| Company Info. |
| Jiangsu Zhonghai Bridge Equipment Co.,LTD |
| Verified Supplier |
| View Contact Details |
| Product List |
Temporary Steel Bridge/steel Structure Truss Bridge
Corrosion on Bailey bridges can have several significant consequences that affect both their structural integrity and operational safety:
1. **Reduced Load-Bearing Capacity**:
- Corrosion can lead to a reduction in the cross-sectional area of
steel components, weakening their load-bearing capacity. This can
make the bridge less capable of supporting the intended loads,
potentially leading to structural failure.
2. **Structural Weakness and Deformation**:
- Corroded components may become deformed or bent, which can
compromise the overall stability of the bridge. This deformation
can lead to misalignment of parts and increased stress on other
components, further exacerbating the problem.
3. **Increased Maintenance Costs**:
- The presence of corrosion necessitates more frequent inspections
and maintenance activities. This includes rust removal, painting,
and sometimes replacement of damaged parts, which can be costly
over time.
4. **Shortened Lifespan**:
- Without proper maintenance and corrosion prevention measures, the
lifespan of a Bailey bridge can be significantly reduced. Corrosion
accelerates wear and tear, leading to a need for earlier
replacement of components or even the entire bridge.
5. **Safety Risks**:
- Corrosion can create safety hazards by weakening critical
components such as bolts, pins, and beams. This can lead to
unexpected failures, posing risks to users and maintenance
personnel.
6. **Environmental Impact**:
- In some cases, corrosion can lead to the release of rust and
other debris into the surrounding environment, potentially
affecting local ecosystems.
To mitigate these consequences, regular maintenance, including inspections for signs of corrosion, rust removal, and application of protective coatings, is essential. Additionally, using high-quality, corrosion-resistant materials during the initial construction can help extend the bridge's lifespan and reduce maintenance 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

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