CON/Specific/TBT-CON-005

Post-Tensioning Safety

Concrete & FormworkSpecificPost-Tensioning Safety

Post-Tensioning Safety

Toolbox Talk Record

Ref: TBT-CON-005  |  Issue: 1  |  Date: March 2026
PresenterProject
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What?

  • Post-tensioning is a method of strengthening concrete by threading high-strength steel tendons through ducts and stressing them after the concrete has cured.
  • Stressing jacks apply forces of hundreds of tonnes to the tendons — a tendon failure releases this energy explosively.
  • An exclusion zone must be established behind the stressing jack and along the tendon line during all stressing operations.
  • Only trained, competent post-tensioning operatives may carry out stressing, grouting, and anchorage operations.
  • The stressing sequence must follow the engineer's specification precisely — incorrect sequence causes overstress and structural damage.
  • Grout is injected into the tendon ducts after stressing to protect the steel from corrosion and bond it to the concrete.
  • Grouting involves pressurised equipment — hose failures and grout leaks create splash and pressure injury risks.
  • Protruding tendon ends and anchorages create sharp hazards on the concrete surface that must be protected and marked.
  • Post-tensioned slabs must not be cored, drilled, or cut without a tendon survey identifying the exact cable positions.
  • A tendon struck during future building modifications releases its stored energy with lethal force in all directions.

Why?

Explosive energyA stressed tendon stores hundreds of tonnes of force — failure during stressing or accidental cutting releases this energy instantly.
Exclusion zoneAnyone in the path of a failing tendon or behind a stressing jack is at risk of fatal impact — zones must be enforced strictly.
Future riskPost-tensioned slabs contain hidden cables under permanent tension — cutting one during future modifications is immediately fatal.
Do Don't
  • Establish exclusion zones behind the stressing jack and along the tendon during stressing.
  • Follow the engineer's stressing sequence and target forces exactly as specified.
  • Use only trained, competent post-tensioning operatives for stressing and grouting.
  • Record all stressing data including elongation and force values for the project records.
  • Wear eye protection and waterproof clothing during grouting operations.
  • Protect and mark protruding tendon ends and anchorage components on the slab.
  • Survey for tendon positions before any future coring, drilling, or cutting of the slab.
  • Inspect ducts, anchorages, and stressing equipment before each stressing operation.
  • Follow grouting procedures to achieve complete duct filling for corrosion protection.
  • Brief all workers on exclusion zones and the stressing schedule before operations begin.
  • DON'T enter the exclusion zone behind the jack or along the tendon during stressing.
  • DON'T deviate from the specified stressing sequence or target force values.
  • DON'T allow untrained persons to operate stressing jacks or grouting equipment.
  • DON'T accept stressing results without recording elongation and force values.
  • DON'T carry out grouting without eye protection and skin coverage.
  • DON'T leave protruding tendon ends unmarked — they are a sharp laceration hazard.
  • DON'T core, drill, or cut a post-tensioned slab without surveying for tendon positions.
  • DON'T use damaged or uncalibrated stressing jacks or pressure gauges.
  • DON'T leave voids in grouted ducts — incomplete grouting causes tendon corrosion.
  • DON'T begin stressing without briefing all workers on the exclusion zone locations.

See also: Concrete Pour Safety | Formwork and Falsework

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