TIPS FOR MAKING GOOD
CONCRETE
1. Cement: Select
the appropriate type of cement. Use fresh cement of approved quality. Store it
properly to prevent deterioration.
2. Aggregates: use
well graded aggregates, free from silt, organic matter and other undesirable
impurities. Store aggregates properly and don’t allow different fractions to
mix together.
3. Water: Use
potable quality of water. It should be free from impurities and harmful
ingredients. It should be within the tolerable limits specified by BIS.
4. Chemical
Admixtures: Use appropriate type of admixtures in correct dosages, as
recommended by the manufacturer, and or confirmed by laboratory tests. Ensure
that the admixtures are compatible with the cement and other ingredients. Trial
mixes should be mad, if necessary. Ensure that there is no batch to batch
variation in quality.
5. Durability:
Ensure that the durability requirements like minimum cement content, maximum
water cement ratio, grade of concrete, cover to
reinforcement, etc as specified in IS 456:2000 are satisfied for the given
Exposure Conditions.
6. Mix
Design: Use of properly designed concrete mix is essential for large
jobs. BIS permits use of nominal mixes for works using concrete grades of M 20
and below.
7. Batching: Batching
materials by weight is preferable and the BIS emphasize its use. If batched on
volume basis, use measurement boxes in units of 35 liters, which is the
capacity of one 50 kg bag of cement. The cement should, in any case, be batched
only by weight and preferably by whole bags. Allowance for water on account of
bulking of sand and surface water carried by coarse aggregates is essential.
8. Quantity
of mixing water: Use the minimum quantity of mixing water, consistent
with the degree of workability required to enable easy placing and compaction
of concrete.
9. Mixing: Use
a mixing machine. There should be uniform distribution of the material until
the mass is uniform in colour and consistency. Avoid hand mixing.
10. Transportation: Avoid
drying out, segregation, setting, loss of any ingredients, and ingress of
foreign matter or water during transportation.
11. Placing:
Place concrete in its final position before setting starts: avoid segregation
of materials and disturbance of the forms: lay concrete in suitable layers
without any break of continuity; maximum free-fall of concrete should not
exceed 1.5m.
12. Compaction:
Ensure thorough compaction, particularly around the reinforcement and embedded
fixtures and into the corners of the formworks. Use internal/external form
vibrators: avoid under and over vibration.
13. Finishing: Finish
after a little stiffening.
14. Curing:
Keep concrete continuously moist, preferably for a period of 7 to 14 days.
15. Formwork: Use
formwork which is rigid and closely fitted, with sufficient strength to support
the wet concrete and to prevent loss of slurry. The face of the form work
should be treated with form release agents.
16. Reinforcement: Make
sure that the reinforcement used is free from loose rust, oil, paint, mud, etc.
The reinforcement shall be placed and maintained in position by providing
proper cover blocks, spacers, supporting bars, etc. Reinforcement shall be
placed and tied such that concrete placement is possible without segregation,
and compaction possible by an immersion vibrator.
List of Laboratory Testing for Quality concrete
a. |
CEMENT |
1 |
Specific gravity of Cement |
2 |
Fineness of Cement |
3 |
Standard Consistency and Setting Time |
4 |
Compressive strength of Cement |
b. |
AGGREGATES |
1 |
Specific gravity and Water absorption of Fine Aggregate |
2 |
Specific gravity and Absorption of Coarse Aggregate |
3 |
Unit Mass and Voids of concrete Aggregates |
4 |
Moisture content of Concrete Aggregates |
5 |
Fineness modulus and Grain size distribution |
6 |
Silt Content |
7 |
Bulking of Sand |
8 |
Flakiness and Elongation Indices of Coarse Aggregate |
C. |
CONCRETE |
1 |
Slump Test |
2 |
Strength of Cement concrete |