IS 1834

: 1984

Hot Applied Sealing Compounds for Joints in Concrete- Specification

CurrentFrequently UsedSpecificationTransportation · Building Construction Practices incl. Painting, Varnishing
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This standard specifies the physical requirements and testing methods for hot applied sealing compounds used in concrete joints. It classifies sealants into Grade A for normal pavements or structures and Grade B for airfields where resistance to jet fuel spillage is required.

Hot Applied Sealing Compounds for Joints in Concrete- Specification

Quick Reference Values
Max Flow at 60°C (5 hours)5 mm
Penetration at 25°C (100g, 5s)15 to 50 (0.1 mm unit)
Minimum Extensibility6 mm
Practical Notes
Avoid heating the sealant beyond the safe heating temperature specified by the manufacturer to prevent polymer or rubber degradation.
Joint faces must be thoroughly cleaned, dried, and properly primed before pouring the sealing compound to ensure adequate adhesion.
Grade B must be explicitly specified for airfield pavements or industrial zones subjected to aviation fuel and lubricant spills.