I. Definition and core structure
Basic concept: The steel strands are bonded to concrete as a whole through grouting. After tensioning, the channels are filled with cement slurry to form a coordinated force system.
Structural composition: It is composed of 7 high-strength steel wires twisted together (commonly used diameter 15.2mm), with a smooth or scored surface, and relies on the grouting layer to achieve bonding with concrete.
II. Key characteristics
Bonded force: Stress is transmitted to the concrete through the grouting layer, and the whole section works together with good crack resistance.
Low relaxation advantage: Stress relaxation rate after heat treatment is ≤2.5% (small deformation under long-term load).
Anti-corrosion dependence: The grouting layer isolates corrosion, but the density must be ensured (such as vacuum-assisted grouting).
III. Application scenarios
Bridge engineering: prefabricated T-beams, continuous box beams, etc., to improve bending stiffness.
Building structure: large-span floor slabs, shear walls of high-rise buildings, and reduce component size.
Water conservancy projects: dams, aqueducts, crack control and anti-seepage.
4. Comparison with unbonded
Type Bonding method Construction characteristics Cost
Bonded steel strand Cement slurry bonding Need duct grouting Lower
Unbonded steel strand HDPE sheath isolation No grouting required Higher
5. Construction points
Reserve duct (corrugated pipe) → tension steel strand → grouting (cement slurry strength ≥ M30) → density detection.
In short, bonded prestressed steel strands achieve structural synergy through "grouting bonding", which is suitable for projects with high requirements for long-term stability and crack resistance. It is one of the most commonly used prestressing forms in civil engineering.