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Removing shuttering and props from a concrete slab

Shuttering Removal Time for Slabs, Beams and Columns

Clyft Editorial Team4 min read

Formwork is expensive to hire and slow to cycle, so there is always pressure to strip it early and move it to the next pour. The time limits exist because fresh concrete looks hard long before it can carry load. Strip too soon and a slab can sag permanently or crack across its underside.

IS 456 Stripping Times (OPC, Normal Weather)

FormworkMinimum time
Vertical faces of columns, walls, beam sides16 – 24 hours
Slab soffit (props left under)3 days
Beam soffit (props left under)7 days
Props to slabs spanning up to 4.5 m7 days
Props to slabs spanning over 4.5 m14 days
Props to beams and arches spanning up to 6 m14 days
Props to beams and arches spanning over 6 m21 days

These assume Ordinary Portland Cement and normal temperatures (around 15°C and above). The props are what carry the load; the soffit sheets can come out earlier only if the props stay in place.

Why Do Props Stay Longer Than Sheets?

The plywood or steel sheets under a slab only shape it. The props under them hold its weight. Once the concrete has set, the sheets can be released and reused while the props, or re-props, keep supporting the slab until it is strong enough to span on its own. Removing the props is the moment the slab starts carrying itself — and anything stacked on it.

How Do PPC and Weather Change the Times?

SituationEffect
PPC or slag cementSlower early strength; extend stripping times
Cold weather (below about 15°C)Slower strength gain; extend
Hot weatherFaster early strength, but curing must continue
High early strength cement or acceleratorMay shorten, on the engineer's instruction

Hyderabad's climate is warm for most of the year, so the OPC figures generally apply; PPC — the most common cement for houses here — warrants extra days, particularly for the props.

What Else Affects When You Can Strip?

  • Loads on the slab. Stacking bricks, blocks or cement on a newly de-propped slab can exceed what it can carry at that age. Keep heavy stacks off young slabs.
  • The next floor. When casting the floor above, the slab below carries the fresh concrete and formwork. Keep props or re-props in place under it as the engineer directs.
  • Cantilevers. Sunshades and balconies should keep their props longer; they have no support at the free end.
  • Cube results. Where available, 7-day cube strengths are a better guide than the calendar.

How Should Formwork Be Removed?

  1. Remove vertical forms first, carefully, without levering against the concrete.
  2. Release slab and beam soffit sheets while leaving props in place.
  3. Remove props gradually and evenly, starting from mid-span, not all at once from one end.
  4. Start curing exposed faces immediately after each removal.

The Short Version

Sides come off in a day; soffits in days; props in one to three weeks depending on span and cement. The props are what matter. With PPC or in cold weather, wait longer, keep heavy material off young slabs, and let the engineer decide anything faster.

Frequently Asked Questions

When can slab shuttering be removed?

Under IS 456 for OPC concrete in normal weather, the soffit formwork of a slab can be removed after 3 days if props are left under it, the props of slabs spanning up to 4.5 m after 7 days, and the props of slabs spanning more than 4.5 m after 14 days.

When can column shuttering be removed?

Vertical formwork to columns, walls and the sides of beams can be removed after 16 to 24 hours with OPC in normal weather, once the concrete is hard enough not to be damaged.

When can beam props be removed?

Props under beams spanning up to 6 m can be removed after 14 days, and under beams spanning more than 6 m after 21 days, for OPC concrete in normal weather.

Does PPC need longer before de-shuttering?

Yes. PPC and other blended cements gain strength more slowly in the first days, so allow longer than the OPC figures, and follow your engineer's instruction.

What happens if props are removed too early?

The slab or beam carries its own weight and construction loads before it has the strength to, which can cause cracks, excessive sagging that never recovers, and in the worst case collapse.

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