Also called: sliding formwork, continuous pour, slip forming
Concept diagram (TheBridgeEng)
How it is done Erect the slipform rig on the starter with jacks, yokes and working decks; begin pouring and jacking at 100-300 mm per hour. Place reinforcement and inserts continuously ahead of the form; keep the concrete setting just as it leaves the form. Run 24 hours until the top; taper by adjusting the yokes if the design allows.
Where it fits Tall piers and pylons with constant or slowly varying sections, silos and towers, remote sites with a skilled crew. Where it does not Sections that change sharply, heavily congested anchorage zones, sites that cannot guarantee continuous concrete supply.
Plant, pace and money Plant Slipform rig, jacks and rods, continuous concrete supply, night lighting.
Productivity 3-6 m per day.
Cost Cheaper than climbing forms per metre once running; expensive to stop.
Risks and controls What goes wrong Concrete setting in the form (lifting tears) or too slow (slumping out), rod buckling, geometry drift, crew fatigue. Quality assurance Continuous survey, concrete set-time testing every batch, rod load monitoring.
Examples Norwegian and Scandinavian bridge piers, some Chinese pylons, offshore concrete towers.
Related methods
Further reading ACI 313 · Norwegian slipform practice guides