Concrete Saw Cut Spacing Calculator
Joint spacing, saw depth and the sawing window from slab thickness.
With the default inputs: Slab thickness 150 · Max aggregate size 20 · Season NormalMax joint spacing 4.50 m
Edit the inputs below to recalculate.Inputs
Result
| Suggested minimum | 3.60m |
| Saw depth (1/4 t) | 38mm |
| Depth upper bound (1/3 t) | 50mm |
| Sawing window (hours) | 12h |
| Max panel area | 20.25m² |
| Thickness / aggregate | 7.5 |
| Spacing rule check | Passes the 3× aggregate rule |
Saw before shrinkage cracking starts. Cutting early only chips the edges; cutting late lets random cracks form and the slab has to be replaced. In hot, windy weather start at 4-6 hours.
Reverse: known result, work out one input
Enter a target result; the other inputs stay fixed and this one is worked out.
Formula
| Joint spacing | L = k × thickness (k = 30 normal, 24 hot, 28 cold) |
| Saw depth | h = t ÷ 4 to t ÷ 3 |
| Panel area | A ≈ L² |
| Check | thickness ≥ 3 × max aggregate size |
How to work it out
- Joint spacing L = k × slab depth: k = 30 at normal temperatures, 24 in summer, 28 in winter — wider thermal swings need tighter joints.
- Saw depth h is one quarter to one third of the depth, and at least 50 mm. A shallow cut does not induce the crack.
- Check panel size: each panel bounded by joints should stay within 25-36 m² (about 5-6 m square) or add joints.
- Time the cut for 25-30% of design strength: 6-12 h normally, 4-8 h in hot weather.
- Confirm slab depth is at least 3× the maximum aggregate size, otherwise aggregate cannot bridge the joint and cracking wins.
Where it goes wrong
- Running a fixed 6 m grid — a 100 mm slab cut at 6 m will crack, because it exceeds 30 times the depth (3 m).
- Cutting only 20-30 mm — a contraction joint must cut a quarter of the depth; shallow cuts do not create a plane of weakness.
- Waiting until the next day — in summer, random cracking is already visible after 12 h and sawing only tidies up.
Material and cost
Sawing runs 8-15 per metre including diamond blades and labour; sealing 15-30 per metre for polyurethane or bituminous mastic. A 1,000 m² slab with roughly 400 m of joint costs about 6,000 to saw and seal — an order of magnitude less than repairing random cracking.
On site
- Snap chalk lines first; joints must be straight, since a wandering cut becomes the next crack.
- Columns, re-entrant corners and depth changes need their own joints, not just spacing control.
- Saw 2-3 hours earlier than usual for slabs placed in hot weather; early is safer than late.
Basis
- GB 50666-2011 Code for construction of concrete structures, Section 8.3
- GB 50209-2010 Code for acceptance of building floor construction, Chapter 5 (surfacings and contraction joints)
- JGJ/T 175-2018 Technical standard for self-levelling floor compound
FAQ
Why is spacing based on slab thickness?
What if the cut is too shallow?
When should I saw?
Cite this page
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Building Calculator. Concrete Saw Cut Spacing Calculator. 2026-10-25. https://jianzhujisuan.com/en/concrete-slab-joint