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CB100
Galvanized steel bridges have emerged as a reliable solution in modern infrastructure due to their exceptional durability and cost-effectiveness. The core advantage lies in the galvanization process, where steel components are coated with a layer of zinc through hot-dip galvanizing. This zinc coating acts as a powerful barrier against corrosion, a major threat to traditional steel structures exposed to harsh weather, moisture, and de-icing salts.
Unlike painted steel, which requires regular maintenance and repainting every few years, galvanized steel forms a self-healing protective layer. When small scratches occur, the zinc surrounding the damaged area reacts with oxygen and moisture to form a new protective film, preventing rust from spreading to the underlying steel. This feature significantly reduces long-term maintenance costs, making galvanized steel bridges ideal for remote locations or areas with limited access for upkeep.
In terms of structural performance, galvanized steel maintains high strength-to-weight ratios. This allows engineers to design lighter, more efficient bridge spans without compromising on load-bearing capacity. For example, many pedestrian bridges, rural highway overpasses, and temporary military bridges utilize galvanized steel due to its quick assembly and long service life—often exceeding 50 years with minimal maintenance.
Environmental sustainability is another key benefit. The galvanization process is highly efficient, with zinc coatings being 100% recyclable. Additionally, the extended lifespan of galvanized steel bridges reduces the need for frequent reconstruction, minimizing the consumption of raw materials and lowering carbon footprints over the structure’s life cycle.
As infrastructure demands grow worldwide, galvanized steel bridges continue to gain popularity. Their ability to combine durability, cost savings, and eco-friendliness makes them a smart choice for building resilient transportation networks that stand the test of time.
| 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 | |
Galvanized steel bridges have emerged as a reliable solution in modern infrastructure due to their exceptional durability and cost-effectiveness. The core advantage lies in the galvanization process, where steel components are coated with a layer of zinc through hot-dip galvanizing. This zinc coating acts as a powerful barrier against corrosion, a major threat to traditional steel structures exposed to harsh weather, moisture, and de-icing salts.
Unlike painted steel, which requires regular maintenance and repainting every few years, galvanized steel forms a self-healing protective layer. When small scratches occur, the zinc surrounding the damaged area reacts with oxygen and moisture to form a new protective film, preventing rust from spreading to the underlying steel. This feature significantly reduces long-term maintenance costs, making galvanized steel bridges ideal for remote locations or areas with limited access for upkeep.
In terms of structural performance, galvanized steel maintains high strength-to-weight ratios. This allows engineers to design lighter, more efficient bridge spans without compromising on load-bearing capacity. For example, many pedestrian bridges, rural highway overpasses, and temporary military bridges utilize galvanized steel due to its quick assembly and long service life—often exceeding 50 years with minimal maintenance.
Environmental sustainability is another key benefit. The galvanization process is highly efficient, with zinc coatings being 100% recyclable. Additionally, the extended lifespan of galvanized steel bridges reduces the need for frequent reconstruction, minimizing the consumption of raw materials and lowering carbon footprints over the structure’s life cycle.
As infrastructure demands grow worldwide, galvanized steel bridges continue to gain popularity. Their ability to combine durability, cost savings, and eco-friendliness makes them a smart choice for building resilient transportation networks that stand the test of time.
| 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 | |