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Hardware for post-tensioning


1. Anchorage

Anchorage is a device used to secure prestressing steel and is installed at the edge of a concrete member or the prestressing end. There are two main types of anchorage:

  • Dead-end anchorage: Embedded within the concrete, providing a fixed termination point for the prestressing tendons.
  • Live-end anchorage: Positioned at the edge of the concrete member, where prestressing occurs. The jacking operation is done at the live end anchorage and the applied load is transferred to concrete members after the completion of tendon jacking.





Anchorage device consists of:

anchorage device


A. Bearing plateTypically round or rectangular, its primary function is to transfer the prestressing force from the tendons to the concrete.
bearing plate and wedging plate

B. Wedging plate: This component holds the strands in place. The strands transfer their force to the wedging plate, which in turn transmits it to the bearing plate.











Dead anchorage



2.PT ducts serve as protective conduits through which prestressing strands are installed after the concrete has attained sufficient strength.

Key requirements for PT ducts:
  • They must be flexible and mortar-tight.
  • Fabricated from steel of at least 28-gauge thickness or high density polyethylene (plastic ducts).
  • The internal duct diameter should be at least 6 mm larger than the nominal strand diameter.
  • The cross-sectional area must be at least twice the net area of the strands to ensure proper grout flow and stress distribution.




3. Couplers: Couplers are crucial components in post-tensioning systems, particularly in bridge construction, where continuous tendons span multiple girders. Due to frictional losses during stressing, couplers are used to optimize prestressing efficiency.

Key considerations:

  • 50% of tendons should be coupled within the same region to maintain structural balance.
  • According to AASHTO (5.10.3.5), coupling all tendons at a single section can reduce the concrete section's strength and increase creep, which must be carefully managed in design.


4. Grout Inlets, Outlets, Valves, and Grout Caps
  • Grout inlets: Installed at high points to monitor grout flow quality during injection.
  • Grout outlets: Placed at low points to facilitate drainage of water or grout in case of blockage or process interruption.
  • Grout caps: Fixed onto the bearing plate after stressing and strand cutting. They prevent grout leakage from the wedge plate during the grouting process.

grout cap

grout inlet

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