IS 11993

: 1987

Code of practice for the use of screed board concrete vibrators

CurrentSpecializedCode of PracticeStructural Engineering · Cement, Concrete, Aggregates and RCC
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This code of practice provides guidance on the use of screed board concrete vibrators for compacting and finishing concrete surfaces like slabs and pavements. It covers the types of vibrators, operational procedures, effects on concrete properties, and essential maintenance practices.

Code of practice for the use of screed board concrete vibrators

Quick Reference Values
Effective depth of compactionup to 150 mm
Recommended speed of travel0.5 to 1.5 m/min
Typical reduction in entrained air0.5 to 1.5 percent
Frequency range of vibration (mechanical)3000 to 4000 vibrations/min
Suitability for concrete slumpRelatively stiff mixes
Practical Notes
Ensure the concrete has an appropriate slump; screed vibrators are most effective on stiffer mixes that cannot be manually compacted.
Avoid over-vibration, which can cause segregation of aggregates and bring excessive laitance to the surface, weakening the top layer.
The speed of travel is critical; moving too fast results in poor compaction, while moving too slow can lead to over-vibration and surface defects.