Formwork and scaffolding
Formwork is the temporary mould that shapes fresh concrete until it can support itself; falsework is the temporary structure, props and frames, that holds it up. Together they can be a third or more of the cost of a concrete frame, and their failure is one of the commonest causes of fatal construction accidents, so they are engineered, not improvised.
Formwork must be strong enough for the weight of wet concrete, reinforcement and workers, stiff enough to keep the finished surfaces within tolerance, tight enough not to leak grout, and easy to strip and reuse. Materials include plywood with timber or aluminium bearers, steel panels, aluminium systems for repetitive housing, and special climbing and slip forms for tall cores and towers.
Fresh concrete pushes outward on wall and column forms like a liquid. If a pour is placed quickly, the full hydrostatic pressure, density times height, can develop; slower pours and setting concrete reduce it. Ties through the wall carry this pressure from one face to the other, and their spacing is set from the tie capacity. Props under slabs are checked as columns for buckling, and the whole falsework must be braced against sideways loads.
Stripping times depend on the element, the concrete and the weather; soffit props remain until the concrete is strong enough, often with re-propping of lower floors. Scaffolding gives safe working platforms with guardrails, toe boards and proper ties to the building. IS 14687 guides falsework for concrete and IS 4014 covers steel tubular scaffolding.
Get the falsework designed and checked before the pour; never remove props on a hunch.
Full liquid pressure: p_max = γ_c × hTie spacing: tributary area per tie = tie capacity / p
Pouring a tall wall in one quick lift with ties spaced for a slower pour.
Problem. A wall 3 m high is poured quickly enough for full liquid pressure. Concrete weighs 25 kN/m³ and ties have a safe capacity of 50 kN. Find the maximum pressure and a square tie spacing.
- p_max = 25 × 3 = 75 kPa at the bottom.
- Area per tie = 50 / 75 = 0.667 m².
- A square grid of 0.8 m × 0.8 m gives 0.64 m² ≤ 0.667 m², so adopt 0.8 m spacing near the bottom.
- Wider spacing may be possible higher up where pressure is lower.
Answer. 75 kPa; ties at about 0.8 m centres near the base
Quick quiz
1What is the difference between formwork and falsework?
Formwork shapes the concrete; falsework supports it temporarily.
2Why does pour rate matter?
A fast pour lets full liquid pressure build up on the forms.
3Name two safety features of scaffolding.
Guardrails and toe boards (also proper ties to the building).
- IS 14687 (India): Falsework for concrete structures: guidelines.
- IS 4014 (India): Steel tubular scaffolding: code of practice (Part 2 covers safety provisions).
- BS 5975 (UK): Code of practice for temporary works procedures and falsework.
Cited by number and clause only. We do not reproduce clause text, tables or figures (BIS Act 2016, s.10(5) and s.11). Check the current edition and amendments before use.
References and further reading
Standard texts, listed in no order of merit. We do not copy text, figures, tables or solved problems from any book; our explanations and examples are original.
- Sushil Kumar, Building Construction, Standard Publishers Distributors, latest edition.
- R. Chudley, R. Greeno, Building Construction Handbook, Routledge, latest edition.
Free and official sources
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