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Steel Bridge
In infrastructure construction, bridges for heavy load support—such as those carrying trucks, construction machinery, or railway freight—demand exceptional durability and load - bearing capacity. Among various materials, durable galvanized steel stands out as an ideal choice, revolutionizing the design and performance of heavy - duty bridges.
Galvanized steel undergoes a hot - dip galvanization process, where a thick layer of zinc adheres to the steel surface. This zinc coating acts as a robust barrier, effectively preventing corrosion caused by moisture, chemicals, and harsh weather conditions like rain, snow, and salt spray. Unlike uncoated steel, which requires frequent maintenance to fight rust, galvanized steel bridges can last for 50 years or more with minimal upkeep, significantly reducing long - term maintenance costs and ensuring consistent performance.
In terms of load - bearing capacity, galvanized steel excels. Its high tensile strength and rigidity enable it to withstand heavy loads without deformation or structural failure. Engineers can design galvanized steel bridges with optimized structures, such as truss or box girder designs, to distribute heavy weights evenly across the bridge span. This not only enhances safety but also allows for longer spans, reducing the need for multiple piers and minimizing disruption to the surrounding environment, whether it is a river, a highway, or a urban area.
Moreover, galvanized steel bridges offer excellent versatility and quick construction. The prefabrication of galvanized steel components in factories allows for precise manufacturing and easy on - site assembly. This shortens the construction period, minimizing traffic disruptions and lowering labor costs. From industrial zones requiring frequent transportation of heavy equipment to rural areas needing reliable bridges for agricultural machinery, galvanized steel bridges meet diverse heavy - load needs.
In conclusion, durable galvanized steel bridges combine corrosion resistance, high load - bearing capacity, and cost - effectiveness, making them a cornerstone of modern heavy - duty infrastructure. As the demand for reliable heavy - load transportation grows, galvanized steel will continue to play a vital role in building long - lasting and efficient bridges worldwide.
| 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 | |
In infrastructure construction, bridges for heavy load support—such as those carrying trucks, construction machinery, or railway freight—demand exceptional durability and load - bearing capacity. Among various materials, durable galvanized steel stands out as an ideal choice, revolutionizing the design and performance of heavy - duty bridges.
Galvanized steel undergoes a hot - dip galvanization process, where a thick layer of zinc adheres to the steel surface. This zinc coating acts as a robust barrier, effectively preventing corrosion caused by moisture, chemicals, and harsh weather conditions like rain, snow, and salt spray. Unlike uncoated steel, which requires frequent maintenance to fight rust, galvanized steel bridges can last for 50 years or more with minimal upkeep, significantly reducing long - term maintenance costs and ensuring consistent performance.
In terms of load - bearing capacity, galvanized steel excels. Its high tensile strength and rigidity enable it to withstand heavy loads without deformation or structural failure. Engineers can design galvanized steel bridges with optimized structures, such as truss or box girder designs, to distribute heavy weights evenly across the bridge span. This not only enhances safety but also allows for longer spans, reducing the need for multiple piers and minimizing disruption to the surrounding environment, whether it is a river, a highway, or a urban area.
Moreover, galvanized steel bridges offer excellent versatility and quick construction. The prefabrication of galvanized steel components in factories allows for precise manufacturing and easy on - site assembly. This shortens the construction period, minimizing traffic disruptions and lowering labor costs. From industrial zones requiring frequent transportation of heavy equipment to rural areas needing reliable bridges for agricultural machinery, galvanized steel bridges meet diverse heavy - load needs.
In conclusion, durable galvanized steel bridges combine corrosion resistance, high load - bearing capacity, and cost - effectiveness, making them a cornerstone of modern heavy - duty infrastructure. As the demand for reliable heavy - load transportation grows, galvanized steel will continue to play a vital role in building long - lasting and efficient bridges worldwide.
| 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 | |