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Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
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Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
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Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
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Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
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Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt
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Ordinary+Concrete+CEMENT+++FINE+AGGREGATE+COARSE+AGGREGATE+WATER (20 files merged).ppt

  1. Ordinary Concrete CEMENT + FINE AGGREGATE + COARSE AGGREGATE + WATER
  2. USE OF MINERAL ADMIXTURE IN CONCRETE PRESENTED BY: DILIP SHAH
  3. CEMENT FINE AGGREGATE COARSE AGGREGATE WATER + ADMIXTURE (Chemical and Mineral ) CEMENTITIOUS MATERIAL Modern concrete
  4. Mineral Admixtures •Mineral admixtures are finely divided siliceous materials which are added to concrete in relatively large amounts, generally in •the range 20 to 70 percent by mass of the total cementatious material. S i l i c a ti.Jme S l a g Fly A s h M e t a k a o l l n
  5. Fly Ash •Fly ash is a by-product of the combustion of pulverized coal in thermal power plants. The dust collection system removes the fly ash, as a fine particulate residue, from the combustion gases before they are discharged into the atmosphere .
  6. Types of mineral admixture •l.Natural pozzolans: clay and shales, opalinc cherts,act •2.Artificial pozzolans: fly ash, blast furnace slag, silica fume, rice husk ash, surkhi, act...
  7. Ecological Advantage •Power plants using coal as fuel and producing cast iron, silicon metal, and ferrosilicon alloys are the major sources of by-products that are being produced at the rate of millions of tonnes every year in many countries. •Dumping of these by-products into landfills and streams amounts to a waste of the material and causes serious environmental pollution.
  8. Effect on Heat of Hydration Replacement of cement by fly ash results in a reduction in the temperature rise in fresh Concrete. This is particular importance in mass concrete where cooling, following a large temperature rise, can lead to cracking. 50 20 . ! •O - 00 --' "- ,, ,. -20 --2'4--' Tlmo aflor placing, days
  9. Effect of fly ash on properties of fresh concrete Concrete using fly ash is generally reported to show Reduced segregation and bleeding and to be more satisfactory than plain concrete when placed by pumping. : 0 o ' 20 40 60 eo 100 120 14o TlmG, mlnut oa
  10. Effect of fly ash on the structural properties of hardened concrete At early ages fly ash exhibits very little cementing value, at later ages cementing activity becomes apparent and a considerable Contribution to strength may results. Important variables influence strength development: -properties of fly ash -chemical composition -particle size -reactivity -the temperature and other curing conditions AQe -
  11. Silica f u me •Silica fume admixtures are used to meet high strength and low permeability requirements. •They have been used to produce concrete with compressive Strengths as high as about 142MPa. •They are added in slurry or in dry form at the site.
  12. Silica fume
  13. Benefits are: • Improves bonding within the concrete, • Reduced permeability, • Improves resistance to corrosion, • Can reduce alkali-silica reactivity (ASR), • Increased compressive and flexural strengths, and • Increased durability.
  14. 11To know the effect of fly ash on concrete perform Material used for testing I.cement 2.aggregate 3.sand 4.fly ash 5.super plasticizer 6.fibre 7.water
  15. cement • All cements which conform to IS can be used for the prod uction of concrete. 53 grade OPC used for experimental work. • Normal consistency = 30% • Initial setting time = 29 min • Final setting time = 580min • Compressive strength 7 days 1.Lll_N/mm2 28 days 49 .55 N/mm 2
  16. Aggregate • Aggregates are the i mportant constituents in concrete. the give body to the concrete, reduce shrinkage effect economy. The aggregates occupy 70-80 % of the volume of concrete. • F.M.= 7.2 • Bulk density(kg /ml) • (a)Loose:--1 278 • (b)Compacted: 1 530 • Specific gravity:2 .85
  17. Sand • F.M .= 3.04 •passing from 600µ Is sieve according to IS 383-1 970 , Z •Bulk density(kg /ml) (a)Loose:--1700 (b)Compacted :1 949 •Specific gravity: 2.65
  18. Super plasticizer • I n order to improve the workability, a high range water reducer super plasticizer added to the mixture. Poly carboxylate ether(PCE )base, Manufactured by SIKA,FAI RMATE, ROFF and BASF_tried with basic test. • Mars cone • Spread test • Flow with tumbler
  19. Fibre •Fibre is a small piece of reinforcing materi al possessing certain characteristic properties . They can be circular, flat or triangular. The fibre described convenient is often by a parameter called "Aspect Ratio"
  20. Water • Portable water is used for casting of the concrete mixes. • It is also used for curing.
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