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    RCPT Tested Micro Silica, Packaging Type : HDPE Bag

    ₹ 28 / Kilogram
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    • MOQ1000 Kilogram
    • Packaging Size25 Kg
    • Packaging TypeHDPE Bag
    • FeatureHigh Performance
    • StatePowdered, Powder
    • Supply TypeManufacturer, Exporter, Supplier, Retailer, Distributor, Trader
    • Preferred Buyer Location All over the world
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    Company Information

    location Prahlad Nagar, Ahmedabad, Gujarat
    4.7/5fill iconfill iconfill iconfill iconhalf icon(30)
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    • calendar Member Since 15 Years
    • building Nature of Business Manufacturer
    • gst icon GST No. 24AFJPP8347K1ZW

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    • StatePowdered, Powder
    • Packaging Size25 Kg
    • Bulk Density500-1000 Kg/m3
    • FeatureHigh Performance
    • Packaging TypeHDPE Bag
    • Country of OriginIndia
    • Moisture2%
    • Grade92D
    • TypeMicro Silica
    • Shelf Life1 Year

    Benefits of G-Chem Microsilica in Concrete AditiveLonger service life:

    G-Chem Microfine is a highly reactive pozzolan and gives concrete a denser Microstructure, Lower Permeability & Higher Electrical Resistivity leading to improved durability.
    The durability of a reinforced concrete structure can be defined as the capability of the structure to maintain its original functional and structural characteristics during the expected service life in the exposure conditions it was intended for.

    Combined with correct design and workmanship, Micro silica concrete offers characteristics that will ensure long term durability and service life.

    Higher strength concrete

    G-Chem Microfine is used to make the high strength concrete that is often essential in major projects, such as record breaking tall buildings, Roads and Bridge.
    These engineering applications requiring high strength concrete use microsilica as a cost effective means to increase compressive strength. Ultra-high strength concrete (UHSC), typically defined as >150MPa can be achieved using higher dosages of G-chem Microfine Increased strength results from Micro silica’s particle packing & pozzolanic reaction. In Micro Silica concrete, the thickness of the transition zone (interface) between the cementitious paste and aggregate is reduced and the CH crystals are smaller and more randomly oriented, resulting in decreased porosity & increased interface bonding strength.


    Additional Information

    • Payment Terms L/CT/T
    • Port of DispatchMUNDRA
    • Delivery TimePROMPT
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