This code of practice covers the materials, equipment, and procedural guidelines for grouting in concrete structures. It details various grout mixes, including neat cement, cement-sand, and chemical grouts, and outlines the operational steps from preparation to injection for repair, strengthening, and filling voids.
Provides a code of practice for grouting of concrete structures for various purposes like crack repair and void filling.
Quick Reference Values
Typical W/C ratio for neat cement grout0.4 to 0.5
General grouting pressure for structural cracks0.3 to 0.4 N/mm²
Fineness modulus of sand for grout1.5 to 2.0
Typical diameter of grout holes25 to 75 mm
Flow time for neat cement grout using flow cone17 to 21 seconds
Practical Notes
This is an old (1971) standard and does not cover modern epoxy, polyurethane, or other polymer-based grouting materials in detail. Always refer to manufacturer's specifications for proprietary products.
Controlling the grouting pressure is critical to prevent further damage to the structure being repaired, a point stressed in Clause 6.6.
The success of grouting heavily depends on proper preparation, including cleaning the cracks/voids with compressed air and water, as described in Clause 6.3.