CON/Specific/TBT-CON-005
Post-Tensioning Safety
Concrete & Formwork › Specific › Post-Tensioning Safety
Post-Tensioning Safety
Toolbox Talk Record
Ref: TBT-CON-005 | Issue: 1 | Date: March 2026
| Presenter | Project | ||
| Location | Date |
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 energy | A stressed tendon stores hundreds of tonnes of force — failure during stressing or accidental cutting releases this energy instantly. |
| Exclusion zone | Anyone in the path of a failing tendon or behind a stressing jack is at risk of fatal impact — zones must be enforced strictly. |
| Future risk | Post-tensioned slabs contain hidden cables under permanent tension — cutting one during future modifications is immediately fatal. |
| Do | Don't |
|
See also: Concrete Pour Safety | Formwork and Falsework |
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