Prestressed steel rods, with their high strength, low relaxation and excellent grip with concrete, have become the core material of modern infrastructure and construction, with a broad application prospect and continuing to improve, mainly in the following directions:
Continued expansion in core application areasLarge-scale infrastructure projectsTransportation network: Widely used in high-speed railroad track sleepers, highway viaduct piers, cross-sea bridges (such as Hong Kong-Zhuhai-Macao Bridge) and other key parts to support the durability and safety of large-span structures.Foundation engineering: indispensable in prestressed concrete piles (PHC piles) for harbor and high-rise building foundations, especially in Southeast Asia with strong market demand.Railroad upgrading: non-bonded prestressing steel rods are gradually replacing traditional fine-rolled rebars for vertical prestressing construction of continuous girders for passenger dedicated lines to solve the problem of relaxation failure.Technology Driving Emerging DemandIterative product upgrades High-performance piles: New prefabricated piles such as PRC piles (optimized reinforcement to enhance ductility) and SC piles (steel pipe restraining concrete to enhance strength) rely on high-strength steel rods and are suitable for complex geological and corrosive environments. Strong market growth driversPolicy and investment pull
China's accelerating urbanization, coupled with the rebound in railroad investment, water conservancy project expansion, drive the rigid demand for prestressed steel rods. The “Belt and Road” infrastructure output drives the expansion of overseas markets such as Southeast Asia.
future trendsGreen development: energy-saving work methods (e.g., the middle digging method) are promoted to further reduce construction energy consumption and pollution.
The company has advanced production equipment and scientific production management system, over the years, We co-operate with different partners to serve the domestic infrastructure market.
