Contraction / Induced Joint

Contraction / Induced Joint

Design Width

6–10 mm

Function

Controls shrinkage cracks

Material

PU sealant

Movement

Small (tensile)

Typical Application Detail

Industrial floors / pavements

Typical Locations

Industrial floors, pavements

Waterproofing Approach

Saw-cut + sealant

1. Introduction

Contraction joints are deliberate cracks introduced in large slabs or floors to control shrinkage stresses and prevent random cracking.

They are typically shallow, saw-cut grooves filled with flexible sealant.

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2. Common Failures

  • Delay in saw-cutting causing random cracks.
  • Sealant not installed or rigidly filled.
  • Dirt or moisture in joint groove before sealing.

3. System Requirements

  • Early-age cutting (within 12–24 hrs after casting).
  • Flexible filler to absorb shrinkage stresses.
  • Watertight, dust-free joint surface.

4. Recommended Systems

Application
Material
Notes
Internal floors
PU or polysulphide sealant
Semi-rigid preferred for traffic
External slabs
PU sealant + backer rod
UV stable, flexible system

5. Methodology

  1. Saw-cut groove to ¼ slab thickness.
  2. Clean and vacuum out dust.
  3. Insert backer rod and apply primer.
  4. Apply sealant neatly with slight concave profile.

6. Performance Parameters

Property
Requirement
Standard
Movement capability
±25%
ASTM C719
Shore A hardness
35–50
ASTM D2240
Adhesion
≥1.0 N/mm
ASTM C794

7. QA/QC Checklist

  • ☑ Saw-cut within 24 hrs
  • ☑ Dust removed prior to sealing
  • ☑ Correct backer rod size
  • ☑ Sealant cured properly

Video Masterclass

SpecX Masterclass: Contraction/ Induced Joint Solutions → Coming Soon

Disclaimer

SpecX is an industry initiative & a neutral resource, compiled from industry references and best practices. It is not brand-specific. Always cross-check with project requirements and local codes before finalizing specifications.