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| Categories | Steel Truss 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 |
| Standard: | ASTM,GB,BS,BV |
| Packing: | Packing in Containers or Bulk |
| OEM: | Specialized |
| Width: | 4.2m ,7.35m |
| Deck: | steel deck / truss deck |
| Design Flexibility: | High |
| Surface Treatment: | Galvanized |
| Devise: | customize |
| Company Info. |
| Jiangsu Zhonghai Bridge Equipment Co.,LTD |
| Verified Supplier |
| View Contact Details |
| Product List |
Steel Bridge (pavement)/steel Structure Bridge Maker
The environmental impacts of using steel in bridges are multifaceted, with both positive and negative aspects:
Positive Environmental Impacts
1. **High Recyclability**:
- Steel is the most recycled construction material, with virtually
100% of steel scrap being recycled instead of sent to landfills.
New steel for bridges often contains recycled steel, reducing the
environmental footprint.
- When a steel bridge reaches the end of its useful life, its
components can be recycled or reused, ensuring minimal waste.
2. **Durability and Long Lifespan**:
- Modern steel bridges have a longer lifespan due to improved
corrosion resistance, reducing the frequency of maintenance and
rehabilitation projects that can impact air quality and sensitive
environments.
3. **Lightweight and Efficient**:
- Steel’s lightweight nature allows for less foundation work,
reducing the environmental impact associated with excavation,
transportation, and disposal of materials.
- The ability to support longer spans means fewer bridge piers,
minimizing the impact on wildlife and sensitive areas.
4. **Energy Efficiency**:
- Off-site production in modern fabrication plants minimizes waste
and reduces the overall energy consumption associated with bridge
construction.
5. **Aesthetic and Design Flexibility**:
- Steel offers broad architectural possibilities, allowing for
aesthetically pleasing designs that can be adapted to various
environments.
Negative Environmental Impacts
1. **Energy Consumption and CO2 Emissions**:
- Steel production is energy-intensive and generates significant
carbon emissions, with nearly 1.4 tons of CO2 produced per ton of
steel. However, advancements in steel production technologies are
helping to reduce this impact.
. **Corrosion and Maintenance**:
- While steel is durable, it is still susceptible to corrosion,
especially in harsh environments. Proper coating systems are
essential to prevent rust and extend the bridge’s lifespan.
### Conclusion
Steel bridges offer significant environmental advantages due to
their recyclability, durability, and lightweight nature. However,
the energy consumption associated with steel production and the
need for corrosion protection must be managed through sustainable
practices and advanced technologies. Overall, steel remains a
highly sustainable choice for bridge construction when considering
its full lifecycle.
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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