Alccofine 1203 in Hvfa Concrete Floor

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    Ambuja Cements Ltd. 2010

    ALCCOFINE 1203 in HVFA CONCRETE FLOOR.

    M35 - High Volume Fly Ash concrete withAlccofine 1203.

    Conducted by :

    Sanjeev Sharma

    CSG Himachal Pradesh

    For Sales query:

    Abinash Mishra

    National Head-Sales and Marketing

    ALCCOFINE products

    09892370453

    [email protected]

    www.alccofine.com

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    Fortunately, a waste product can be substituted for large portions of Portland

    cement, significantly improving concretes environmental characteristics.

    Fly ash, consisting mostly of silica, alumina, and iron, forms a compound

    similar to Portland cement.

    High volume of fly ash are used in concrete creates a stronger, more

    durable product and reduces concretes environmental impact

    considerably. Due to its strength and lower water content, cracking is

    reduced.

    The study reveals that high volume fly ash concrete show that higher

    resistance against acid attack, alkaline attack, and sulphate attack

    compared with conventional concrete.

    Introduction

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    Innormal Fly Ash Concrete, the ash replacement(for Cement) is usually in

    range of15-35%. IS 1489 ( Part 1 ) : 1991 (Indian Standard Portland-Pozzolana Cement Specification : Fly Ash Based) specifies that the fly ash

    constituent in Portland-pozzolana cement shall not be less than 15 percent

    and not more than 35 percent by mass of Portland-pozzolana cement.

    InHigh-volume fly ash (HVFA) Concrete, the ash replacement is more thanusual, and in many cases, exceeds a 50% weight replacement for cement.

    So, technically, there is a higher than normal volume of ash within the mix

    design, and because of the specific gravity difference between cement (3.15)

    and a standard fly ash (2.54 to 2.65), the volume of total Cementitious

    material can increase.

    Introduction of Alccofine 1203

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    Higher ultimate strength

    Improved workability

    Reduced bleeding

    Reduced heat of hydration

    Reduced permeability

    Increased resistance to sulphate attacks

    Lowered costs

    Reduced shrinkage

    Increased durability

    Properties of HVFA concrete

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    We proposed to use Alccofine 1203 along with 50% fly ash due to the following

    benefits of this product:-

    ALCCOFINE 1203 is a new generation, ultrafine, low calcium silicate product,

    manufactured in India. It has distinct characteristics to enhance

    'performance of concrete' in fresh and hardened stages

    ALCCOFINE1203 performs in superior manner than all other mineral

    admixtures used in concrete within India. Due to its inbuilt CaO content,

    ALCCOFINE1203 triggers two way reactions during hydration

    Primary reaction of cement hydration.

    Pozzolanic reaction: ALCCOFINE also consumes by

    product calcium hydroxide from the hydration of cement to form additional

    C-S-H gel

    This results in denser pore structure and ultimately higher strength gain.

    Introduction of Alccofine 1203

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    Mix Design for 1 Cum of HVFA concrete

    M 35 ConcreteHVFA with

    AlccofineHVFA

    Cement in Kgs 366 366

    Alccofine in Kgs 32.06 0

    Admixture dosage in Kgs 5.88 5.49

    Fly Ash in Kgs 92 92

    FA in Kgs 651 651CA-1, 10 mm Kgs 370 370

    CA-2, 20 mm Kgs 687 687

    Water 230.3 215.26

    W/C 0.47 0.47

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    Proportioning of materials for 8 cubes

    M 35 ConcreteHVFA with

    Alccofine

    HVFA

    Cement in Kgs 9.855 9.855

    Alccofine in Kgs 0.88 0.00

    Admixture dosage % 1.2 1.2

    Fly Ash in Kgs 2.7 2.7

    FA in Kgs 19.17 19.17CA-1 10 mm Kgs 10.9 10.9

    CA-2 20 mm Kgs 20.25 20.25

    Water 5.9 5.9

    W/C 0.47 0.47

    Sikament 170

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    Results

    Slump in mmM 35 Concrete HVFA with Alccofine HVFA

    Initial 70 55

    30 minutes retention 60 40

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    Results

    Compressive Strength in MpaM 35 Concrete HVFA with Alccof ine HVFA

    1 Day 9.95 10

    3 Days 22.37 18.01

    7 Days 31.14 24.7728 Days 47.02 39.28

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    Concrete comparison ( Compressive Strength)

    MPa

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    Concrete:-Like to like comparison

    The gain in compressive strength for HVFA concrete with Alccofine is substantially

    high for 3,7 & 28 days

    The initial slump & slump retention of the concrete with Alccofine is also higher

    than that of concrete without Alccofine signifying that Alccofine is also contributing

    towards increasing the workability of the concrete

    Additional economy in the mix design can be achieved by reducing cement

    content by 15% in case of HVFA with Alccofine

    Conclusion from results

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    Concrete:-Like to like comparison

    The gain in compressive strength for HVFA concrete with Alccofine is substantially

    high for 3,7 & 28 days

    The initial slump & slump retention of the concrete with Alccofine is also higher

    than that of concrete without Alccofine signifying that Alccofine is also contributing

    towards increasing the workability of the concrete

    Additional economy in the mix design can be achieved by reducing cement

    content by 15% in case of HVFA with Alccofine

    Conclusion from results

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    Mix Design for 1 Cum of HVFA concrete with 15% reduced cementcontent

    M 35 Concrete HVFA with Alccofine

    Cement in Kgs 311.1

    Alccofine in Kgs 26.13

    Admixture dosage in Kgs 4.47

    Fly Ash in Kgs 62.22

    FA in Kgs 651CA-1, 10 mm Kgs 370

    CA-2, 20 mm Kgs 687

    Water 180

    W/C 0.45

    CEMENTCONTENT

    REDUCEDB

    Y15%

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    Results

    Compressive Strength in MpaM 35 Concrete HVFA with Alccof ine

    1 Day 11.61

    7 Days 34.76

    28 Days 44.95

    Slump in mmM 35 Concrete HVFA with Alccof ine

    Initial 22

    (As desired by the customer for site mixing)

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    Compressive Strength HVFA with Alccofine

    MPa

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    Cement Content 366 Kg / Cu M reduced to311 Kg / Cu M

    Saving of 55 Kg / Cu MCost of Cement per kg Rs 6.70 (Rs 335/bag)

    Saving Rs 368.50 / Cu M

    Alccofine Content Fly Ash Content32.06 Kg / Cu M reduced to 26.13 Kg 92 Kg reduced to 62 Kg

    Saving of 5.93 Kg / Cu M Saving of 30 Kg / Cu M

    Cost of Alccofine per kg Rs 20.16 Cost of Fly Ash per Kg Rs1Saving Rs 120 / Cu M Saving Rs 30 / Cu M

    (Admixture & water content not considered as the client lowered the slump requirement from the initial

    50 mm to 20 mm).

    TOTAL SAVING PER CUBIC METER = Rs 489.50

    TOTAL CONCRETE DONE TILL DATE = 286 Cu M.

    TOTAL SAVING BY USING ALCCOFINE 1203 IN HVFA CONCRETE TILL DATE = Rs 1,39,997

    Savings

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    Economical

    We can achieve additional economy / savings in HVFA concrete by

    using Alccofine 1203 without compromising on strength &

    workability of concrete

    Improved Strength Gain

    Improved Durability

    Reduced Segregation

    Improved Workability

    Better Retention of Workability

    Conclusion from results

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    Material Used

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    Glimpses of HVFA Concrete with Alccofine

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    Thanks