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| Brand Name : | Zhonghai Bailey Bridge |
| Model Number : | CB200/CB321 |
| Certification : | IS09001, CE |
| Price : | USD 95-450 |
| Payment Terms : | L/C,D/P,T/T |
| Supply Ability : | 60000ton/year |
| Delivery Time : | 8-10 work days |
Steel Structure Bridge Manufacture/steel Structure Bridges Supplier
To implement sustainable practices for steel bridge maintenance, several strategies can be adopted to minimize environmental impact while ensuring durability and longevity:
1. **Use of Zinc Coatings**
Metallic zinc coatings, such as hot-dip galvanizing and thermal
spraying, are recognized as environmentally friendly and
sustainable options for protecting steel bridges. Zinc coatings
provide both barrier protection and cathodic protection, ensuring
long-term corrosion resistance with minimal maintenance. These
coatings are cost-effective and have a low life cycle cost, making
them an ideal choice for sustainable bridge maintenance.
2. **Regular Inspections and Preventive Maintenance**
Implementing a regular inspection schedule helps identify potential
issues early, reducing the need for extensive repairs and
minimizing environmental impact. Preventive maintenance practices,
such as cleaning and reapplying protective coatings, ensure that
the bridge remains in optimal condition.
3. **Adopting Life Cycle Assessment (LCA) Tools**
Using LCA tools to evaluate the environmental impact of bridge
materials and maintenance practices can help optimize the selection
of sustainable materials and methods. This approach ensures that
the entire life cycle of the bridge, from construction to
decommissioning, is as environmentally friendly as possible.
4. **Recycling and Reuse of Materials**
Steel is highly recyclable, and its use in bridge construction
allows for the incorporation of recycled materials. At the end of a
bridge’s life, steel components can be recycled or reused, reducing
waste and environmental impact. Additionally, using galvanized
steel ensures that both steel and zinc can be recycled at the end
of their life.
5. **Energy-Efficient Maintenance Practices**
Incorporating energy-efficient lighting and maintenance systems
into bridge designs can reduce energy consumption and associated
emissions. This approach not only lowers operational costs but also
minimizes the environmental footprint of bridge maintenance.
6. **Sustainable Coating Systems**
Advancements in coating technology have led to the development of
more sustainable and eco-friendly protective systems. For example,
thermal sprayed zinc-magnesium-aluminum (ZnMgAl) coatings offer
superior corrosion resistance compared to traditional zinc
coatings, further reducing maintenance needs.
Conclusion
By adopting these sustainable practices, steel bridge maintenance
can be made more environmentally friendly while ensuring the
long-term durability and safety of the structures. The use of zinc
coatings, regular inspections, life cycle assessment tools,
recycling, energy-efficient practices, and advanced coating systems
all contribute to a more sustainable approach to bridge
maintenance.
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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| Jiangsu Zhonghai Bridge Equipment Co.,LTD |
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