LFT/Specific Lifts/TBT-LFT-006

Lifting Precast Concrete Elements

Lifting OperationsSpecific LiftsLifting Precast Concrete Elements

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Lifting Precast Concrete Elements

Toolbox Talk Record

Ref: TBT-LFT-006  |  Issue: 1  |  Date: March 2026
PresenterProject
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What?

  • Precast concrete elements including beams, columns, panels, stairs, and slabs are manufactured off site and lifted into position.
  • Individual elements can weigh from several hundred kilograms to over 50 tonnes, requiring detailed lift planning under LOLER.
  • Lifting points cast into precast elements must be inspected to confirm they are undamaged and correctly positioned before attachment.
  • The weight of each element must be confirmed from the manufacturer's data — estimating the weight of concrete is unreliable.
  • Multi-point lifting arrangements using spreader beams distribute forces evenly and prevent bending stresses on the element.
  • Exclusion zones must surround the entire lift area including the crane, load path, landing zone, and potential swing radius.
  • Elements must be guided into position using tag lines — workers must never stand directly beneath or guide loads by hand.
  • Temporary propping or bracing must be installed immediately after placement to secure the element before releasing the crane.
  • Wind affects large, flat precast panels significantly — installation must stop when panels become difficult to control.
  • Communication between the crane operator, slinger, banksman, and installation team must be continuous and unambiguous.

Why?

Extreme weightPrecast elements weigh tonnes — a dropped or swinging load at these weights crushes anyone in its path.
Lifting point failureCast-in lifting anchors can be damaged during transport — a failed lifting point drops the load without warning.
Panel wind effectLarge flat panels catch wind like sails — moderate gusts make them uncontrollable during crane positioning.
Do Don't
  • Confirm each element's weight from manufacturer data before preparing the lift plan.
  • Inspect cast-in lifting points for damage, cracking, or displacement before attaching slings.
  • Use spreader beams for multi-point lifts to prevent overstressing the precast element.
  • Establish exclusion zones covering the crane, load path, landing zone, and swing radius.
  • Guide elements into position using tag lines only — never use hands directly on the load.
  • Install temporary props or bracing immediately after placing each precast element.
  • Monitor wind speed and stop lifting when panels become difficult to control safely.
  • Maintain continuous communication between the crane operator and installation team.
  • Follow the lift plan prepared by the appointed person for every precast element.
  • Brief the team on each element's weight, lifting arrangement, and landing sequence.
  • DON'T estimate the weight of precast elements — use the manufacturer's confirmed data.
  • DON'T attach slings to damaged, cracked, or displaced cast-in lifting points.
  • DON'T lift large elements without a spreader beam where the lift plan requires one.
  • DON'T allow anyone within the exclusion zone during precast lifting operations.
  • DON'T guide loads by hand — always use tag lines from a safe distance.
  • DON'T release the crane from a placed element before temporary restraint is installed.
  • DON'T install precast panels in winds that make them unsafe to control during the lift.
  • DON'T lift without clear, agreed communication between crane operator and ground team.
  • DON'T carry out precast lifts without a detailed plan from the appointed person.
  • DON'T skip the pre-lift briefing — the team must know weights, sequence, and signals.

See also: Lifting Operations Awareness (LOLER) | Crane Safety and Signals

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