1) Pre-Formwork Prep
- Clean starters: Brush reinforcement (hand or mechanical) so laitance and rust don’t compromise bond.
- Clear the kicker: Remove all loose debris from kickers before closing the form to avoid honeycombing at the base.
- Waterstop set-out: Support waterstops vertically so they don’t wander during the pour—critical at construction joints.
Tip: Lock in all openings (sleeves, windows, door frames) to the approved shop drawings before you shut the form. Get the engineer’s check signed off.
2) Build Forms That Stay Put
- Stiffness first: Size studs, wales, and bracing to the drawing so the system resists deflection under head pressure. Forms must be free of twist and bow.
- True supports: Anything carrying the form must be strong, level, and non-yielding. Settlement equals blowouts and bad tolerances.
- Tie layout (walls): Tie the two faces together with Ø6 mm ties at 400 mm horizontally × 600 mm vertically (as per the referenced detail). This controls face separation and bulging.
- Working platforms: Provide a secure platform for operatives, supervision, and vibrators—don’t improvise from ladders.
- Pour level guides: Fix 2 × 10 mm timber beads every 2.0 m along the inner face to control lift heights and strike levels.
- Release agent: Use an approved release oil that won’t stain or react with the cement paste; apply evenly.
- Columns: Align steel props at 1.0 m centres on firm ground—poor footing = creeping columns.
3) Close, Check, Pour
- Joint integrity: Seal joints tight to prevent grout loss and honeycombing; small leaks become big defects.
- Engineer’s inspection: Log a formal pre-pour inspection covering geometry, fixings, openings, ties, platforms, and release oil. Don’t skip the sign-off.
- Concrete placement: Place in controlled lifts, keep head pressure within design, and vibrate correctly—insert vertically, overlap zones, don’t drag the head.
4) Strike & Make Good
- Strike to spec and protect green concrete from shock, sun, and wind.
- Tie hole repairs: After form removal, chip back ~15 mm each side of the 6 mm tie holes, then fill with a 2:1 sand:cement mortar modified with a non-shrink compound (e.g., SBR) for a flush, durable finish.
5) Materials & Crew
Typical set-up: timber/ply formwork, Ø6 mm steel ties, nails/wire, steel props, approved release agent, plus a skilled crew under site supervision. That combination consistently delivers straight, plumb, defect-light walls and columns.
Common Fail Points (and How We Avoid Them)
- Bulging faces → Under-designed wales/ties. We follow the specified 400 × 600 mm tie grid and correct timber sizes.
- Honeycombing at kickers → Debris left in. We clean kickers and seal joints.
- Surface staining → Wrong release oil. We use approved, non-staining agents.
- Out-of-plumb columns → Props on weak ground. We seat props on firm bases and check alignment at 1 m centres.
QA Checklist You Can Lift to Site
- Starters brushed clean, kicker cleared.
- Waterstop fixed vertical at joints.
- Studs/wales/bracing sized per drawing; forms square and untwisted.
- Ties installed at 400 mm × 600 mm (walls).
- Access platform built and signed off.
- Openings framed per approved shop drawings; engineer checked.
- Release agent applied uniformly.
- Pre-pour inspection completed and logged.
- Controlled lifts + proper vibration.
- Strike to spec; tie holes repaired with 2:1 mortar + non-shrink additive.
Bottom line: When Reinforced Concrete formwork is treated as precision temporary works—not “just boxes”—you pour faster, strike cleaner, and slash rework. The steps above come straight from a proven, five-storey building method statement and map neatly to London residential and mid-rise projects where finish quality and programme certainty matter.

