Journal of Engineering Research

Prestressed tensioning construction serves as a critical phase in bridge structural formation and quality control, where management standards directly determine the reliability and durability of load-bearing systems. Current field practices often face challenges such as insufficient tension deviation control, non-standard equipment calibration, and difficulties in ensuring synchronization during tensioning operations. These issues may result in inadequate prestress levels or over-tensioning, thereby compromising structural safety reserves. Drawing from engineering practices, this study examines core management aspects including tension parameter control, process monitoring, and quality traceability. By analyzing root causes and proposing improvement strategies, the research demonstrates that establishing quantifiable tension control systems and enhancing equipment condition management with optimized on-site workflow coordination can effectively improve tensioning accuracy and construction controllability, ultimately providing reliable quality assurance for bridge construction.

Prestress; Tensioning construction; Parameter control; Quality management; Monitoring system