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Silica Cement Admixture
Our product range includes a wide range of concrete admixture additives guru silica cement admixture volsil, silica cement admixture high surface, volsil silica cement admixture and silica cement admixture.
Concrete Admixture Additives Guru Silica Cement Admixture Volsil
Product Price: Rs 87 / KgGet Best Price
Product Brochure
Product Details:
| Usage/Application | Construction |
| Usage | Construction Aditive |
| Material | POWDER |
| Coverage Area | HIGH |
| Type | Fine Powder |
| Standard | ASTM |
| Type Of Admixture | ACTIVE Silica |
| Color | Grey-White |
| Packaging Type | Paper Bag |
| Packaging Size | 20Kg |
| Grade Standard | ASTM C618-93 |
| Application | Concrete Admixture |
| Joint Width | AS PER TEST REPORT |
| Form | Guru Corporation |
| Shelf Life | 1 Year |
| pH Value | 5.8 - 6.5 |
| Flash Point | AS PER TEST REPORT |
| Form Type | European |
| Relative Density | AS PER TEST REPORT |
| Sp Gravity 25 Deg C Gms Cc | AS PER TEST REPORT |
| Non Volatile Content | AS PER TEST REPORT |
| Thickness | AS PER TEST REPORT |
| Dosage | 5 - 20 |
| Specific Gravity | STANDARD |
| Density | LOW |
| Setting Time | HIGH |
| Water Permeability | NORMAL |
| Weight | STANDARD |
| Freezing Point | AS PER TEST REPORT |
| Compressive Strength | HIGH |
| Surface Tension | HIGH |
| Warranty | 2 YEAR |
| Air Content | AS PER TEST REPORT |
| Air Entrainment | AS PER TEST REPORT |
| Alkali Content | AS PER TEST REPORT |
| Base | VOLCANIC |
| Moisture Content | DRY |
| Solid Content | Silicon |
| Toxicity | AS PER TEST REPORT |
| Payment Terms | CAD |
| Brand | Volsil |
| PACK | 20 KG PAPER BAGS |
| Country of Origin | Made in India |
Test results indicated that the concrete specimens containing 5%, 10 %, 15 %, 20% A-Sio2 replacement by weight for cement had the best compressive and flexural strength and the replacement of cement separately and together using a super plasticizing admixture could be utilized to improve the mechanical properties of the conventional concrete mixtures.
Amorphous silica (a-SiO2) in fine-grained form possesses a high pozzolanic activity which makes it a valuable component of blended binders in concrete production. The origin of A-SiO2 applied in cement-based composites is very diverse. SiO2 in amorphous form is present in various amounts in quite a few supplementary cementing materials (SCMs) being used as partial replacement of Portland cement. In this work, the applicability of a commercially produced silica powder as a partial replacement of Portland cement in cement paste mix design is investigated. Portland cement CEM I 42.5R produced according to the EU standard is used as a reference binder. silica is applied in dosages of 5 and 10, 15, 20 % by mass of cement. The water/binder ratio is kept constant in all the studied pastes. For the applied silica, specific surface area, density, loss on ignition, pozzolanic activity, chemical composition, and SiO2 amorphous phase content. For the developed pastes on the basis of cement-silica blended binder, basic physical properties as bulk density, matrix density, and total open porosity are accessed. Pore size distribution is determined using MIP analysis. Initial and final setting times of fresh mixtures are measured by the automatic Vicat apparatus. Effect of silica cement admixture on mechanical resistivity using compressive strength, bending strength, and dynamic Young's modulus measurement. The obtained data gives evidence of the workability of paste mixtures with silica, whereas the setting process is accelerated. On the other hand, the reaction activity of silica with Portland cement minerals results in a slight decrease of porosity and improvement of mechanical resistivity of cement pastes containing a-SiO2.
Nowadays, supplementary cementitious materials (SCMs) are widely used for preparing cement composites either in blended types of cement or added separately to the composite mix. The usage of active silica-rich materials represents an appropriate solution to partially replace Portland cement [1]. In addition, most of the SCMs are industrial by-products and their utilization in cement-based composites brings environmental and economic benefits. The admixture of different SCMs usually modifies the properties of cement composite to a certain degree both in the fresh and hardened states. These changes are influenced by different chemical and mineralogical composition, as well as different particle size characteristics which are connected with water requirement and also reactivity [2]. Active silica particles help to fill voids between particles of cement and other components because they are significantly smaller. This filler effect supports the formation of a denser microstructure because the gaps between the particles are minimized and bridged by hydration products.
Additional Information:
- Item Code: 618-93-20
- Production Capacity: 350 mt
- Delivery Time: Prompt
- Packaging Details: 20 Kg Paper Bags
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Silica Cement Admixture High Surface
Product Price: Rs 87 / KgGet Best Price
Minimum Order Quantity: 5000 Kg
Product Brochure
Product Details:
| Brand | Volsil |
| Usage/Application | Concrete |
| Material | FINE POWDER |
| Coverage Area | high |
| Type | VOLCANIC |
| Standard | astm |
| Packaging Type | Paper Bag |
| Color | White |
| Packaging Size | 25 Kg |
| Joint Width | STANDARD |
| Grade Standard | Industrial Grade |
| Form | EUROPEAN |
| Shelf Life | 2 YEAR |
| Ph Value | STANDARD |
| Flash Point | STANDARD |
| Relative Density | STANDARD |
| Sp Gravity 25 Deg C Gms Cc | HIGH |
| Non Volatile Content | STANDARD |
| Thickness | STANDARD |
| Dosage | AS PER MIX DESIGN |
| Specific Gravity | STANDARD |
| Density | STANDARD |
| Setting Time | STANDARD |
| Water Permeability | STANDARD |
| Weight | STANDARD |
| Freezing Point | STANDARD |
| Compressive Strength | HIGH |
| Surface Tension | HIGH |
| Warranty | STANDARD |
| Air Content | STANDARD |
| Air Entrainment | STANDARD |
| Alkali Content | STANDARD |
| Base | STANDARD |
| Moisture Content | DRY |
| Solid Content | STANDARD |
| Toxicity | STANDARD |
| Payment Terms | ADVANCE |
| Country of Origin | Made in India |
Volsil A-Sio2 is a pozzolanic material containing A-Sio2 amorphous silica and minor amounts of residual minerals
Test results indicated that the concrete specimens containing 5%, 10 %, 15 %, 20% A-Sio2 replacement by weight for cement had the best compressive and flexural strength and the replacement of cement separately and together using a super plasticizing admixture could be utilized to improve the mechanical properties of the conventional concrete mixtures.
Amorphous silica (a-SiO2) in fine-grained form possesses a high pozzolanic activity which makes it a valuable component of blended binders in concrete production. The origin of A-SiO2 applied in cement-based composites is very diverse. SiO2 in amorphous form is present in various amounts in quite a few supplementary cementing materials (SCMs) being used as partial replacement of Portland cement. In this work, the applicability of a commercially produced silica powder as a partial replacement of Portland cement in cement paste mix design is investigated. Portland cement CEM I 42.5R produced according to the EU standard is used as a reference binder. silica is applied in dosages of 5 and 10, 15, 20 % by mass of cement. The water/binder ratio is kept constant in all the studied pastes. For the applied silica, specific surface area, density, loss on ignition, pozzolanic activity, chemical composition, and SiO2 amorphous phase content. For the developed pastes on the basis of cement-silica blended binder, basic physical properties as bulk density, matrix density, and total open porosity are accessed. Pore size distribution is determined using MIP analysis. Initial and final setting times of fresh mixtures are measured by the automatic Vicat apparatus. Effect of silica cement admixture on mechanical resistivity using compressive strength, bending strength, and dynamic Young''''s modulus measurement. The obtained data gives evidence of the workability of paste mixtures with silica, whereas the setting process is accelerated. On the other hand, the reaction activity of silica with Portland cement minerals results in a slight decrease of porosity and improvement of mechanical resistivity of cement pastes containing a-SiO2.
Nowadays, supplementary cementitious materials (SCMs) are widely used for preparing cement composites either in blended types of cement or added separately to the composite mix. The usage of active silica-rich materials represents an appropriate solution to partially replace Portland cement [1]. In addition, most of the SCMs are industrial by-products and their utilization in cement-based composites brings environmental and economic benefits. The admixture of different SCMs usually modifies the properties of cement composite to a certain degree both in the fresh and hardened states. These changes are influenced by different chemical and mineralogical composition, as well as different particle size characteristics which are connected with water requirement and also reactivity [2]. Active silica particles help to fill voids between particles of cement and other components because they are significantly smaller. This filler effect supports the formation of a denser microstructure because the gaps between the particles are minimized and bridged by hydration products.
Additional Information:
- Item Code: 618-93-20
- Production Capacity: 350 mt
- Delivery Time: Prompt
- Packaging Details: 20 Kg Paper Bags
Additional Information:
- Item Code: 099554645
- Production Capacity: 1000 MT
- Delivery Time: PROMPT
- Packaging Details: 20 KG PAPER BAGS
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Volsil Silica Cement Admixture
Product Price: Rs 9 / KgGet Best Price
Minimum Order Quantity: 10000 Kg
Product Brochure
Product Details:
| Packaging Type | BOPP Bags |
| Brand | VOLSIL |
| Usage/Application | Construction |
| Packaging Size | 20 KG |
| Material | DRY |
| Color | White |
| Coverage Area | HIGH |
| Type | POWDER FINE VOLCANIC |
| Standard | ASTM |
| Joint Width | CEMENT |
| Form | VOLCANO BASED |
| Shelf Life | 2 YEAR |
| Ph Value | STANDARD |
| Flash Point | STANDARD |
| Relative Density | STANDARD ASTM |
| Sp Gravity 25 Deg C Gms Cc | STANDARD |
| Non Volatile Content | NORMAL |
| Thickness | AS PER TEST REPORT |
| Dosage | 5-10-15-20% as per mix design |
| Specific Gravity | HIGH 90000 |
| Density | STANDARD |
| Setting Time | AS PER STANDARD |
| Water Permeability | AS PER TEST REPORT |
| Weight | AS PER TEST REPORT |
| Freezing Point | AS PER TEST REPORT |
| Compressive Strength | HIGH |
| Surface Tension | STANDARD |
| Warranty | 2 YEAR |
| Air Content | AS PER TEST REPORT |
| Air Entrainment | AS PER TEST REPORT |
| Alkali Content | AS PER TEST REPORT |
| Base | VOLCANIC SHILED |
| Moisture Content | DRY |
| Solid Content | AS PER TEST REPORT |
| Toxicity | AS PER TEST REPORT |
| Payment Terms | CAD |
| Country of Origin | Made in India |
Volsil A-Sio2 is a pozzolanic material containing A-Sio2 amorphous silica and minor amounts of residual minerals
Test results indicated that the concrete specimens containing 5%, 10 %, 15 %, 20% A-Sio2 replacement by weight for cement had the best compressive and flexural strength and the replacement of cement separately and together using a super plasticizing admixture could be utilized to improve the mechanical properties of the conventional concrete mixtures.
Amorphous silica (a-SiO2) in fine-grained form possesses a high pozzolanic activity which makes it a valuable component of blended binders in concrete production. The origin of A-SiO2 applied in cement-based composites is very diverse. SiO2 in amorphous form is present in various amounts in quite a few supplementary cementing materials (SCMs) being used as partial replacement of Portland cement. In this work, the applicability of a commercially produced silica powder as a partial replacement of Portland cement in cement paste mix design is investigated. Portland cement CEM I 42.5R produced according to the EU standard is used as a reference binder. silica is applied in dosages of 5 and 10, 15, 20 % by mass of cement. The water/binder ratio is kept constant in all the studied pastes. For the applied silica, specific surface area, density, loss on ignition, pozzolanic activity, chemical composition, and SiO2 amorphous phase content. For the developed pastes on the basis of cement-silica blended binder, basic physical properties as bulk density, matrix density, and total open porosity are accessed. Pore size distribution is determined using MIP analysis. Initial and final setting times of fresh mixtures are measured by the automatic Vicat apparatus. Effect of silica cement admixture on mechanical resistivity using compressive strength, bending strength, and dynamic Youngs modulus measurement. The obtained data gives evidence of the workability of paste mixtures with silica, whereas the setting process is accelerated. On the other hand, the reaction activity of silica with Portland cement minerals results in a slight decrease of porosity and improvement of mechanical resistivity of cement pastes containing a-SiO2.
Nowadays, supplementary cementitious materials (SCMs) are widely used for preparing cement composites either in blended types of cement or added separately to the composite mix. The usage of active silica-rich materials represents an appropriate solution to partially replace Portland cement [1]. In addition, most of the SCMs are industrial by-products and their utilization in cement-based composites brings environmental and economic benefits. The admixture of different SCMs usually modifies the properties of cement composite to a certain degree both in the fresh and hardened states. These changes are influenced by different chemical and mineralogical composition, as well as different particle size characteristics which are connected with water requirement and also reactivity [2]. Active silica particles help to fill voids between particles of cement and other components because they are significantly smaller. This filler effect supports the formation of a denser microstructure because the gaps between the particles are minimized and bridged by hydration products.
Additional Information:
- Item Code: 033333
- Production Capacity: 500 MT
- Delivery Time: PROMPT
- Packaging Details: 20 KG
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Silica Cement Admixture
Product Price: Rs 87 / KgGet Best Price
Product Brochure
Product Details:
| Grade | A+ |
| Packaging Size | 20 KG |
| Material | POWDER |
| Brand | VOLSIL |
| Form | EUROPEAN BASED FINEST FILLER |
| Coverage Area | HIGH |
| Type | POWDER |
| Standard | ASTM BSS |
| Color | White |
| State | Powdered |
| Packaging Type | Packet |
| Features | HIGH STRENGTH |
| Weight | LOW |
| Shelf Life | 2 YEAR |
| Joint Width | STANDARD |
| Grade Standard | Industrial Grade |
| Ph Value | AS PER STANDARD |
| Flash Point | AS PER STANDARD |
| Relative Density | AS PER STANDARD |
| Sp Gravity 25 Deg C Gms Cc | AS PER STANDARD |
| Non Volatile Content | AS PER STANDARD |
| Thickness | AS PER STANDARD |
| Dosage | STANDARD |
| Specific Gravity | HIGH SURFACE AREA |
| Density | LIGHT |
| Setting Time | AS PER STANDARD |
| Water Permeability | AS PER STANDARD |
| Freezing Point | AS PER STANDARD |
| Compressive Strength | HIGH |
| Best Before | 2 YEAR |
| Surface Tension | 90000 |
| Warranty | 2 YEAR |
| Usage/Application | CONSTRUCTION |
| Air Content | AS PER STANDARD |
| Air Entrainment | AS PER STANDARD |
| Alkali Content | AS PER STANDARD |
| Base | VOLCANIC |
| Moisture Content | DRY |
| Solid Content | AS PER STANDARD |
| Toxicity | AS PER STANDARD |
| Payment Terms | CAD |
| Country of Origin | Made in India |
BRAND -VOLSIL
We provide in different packing like 25 kg, 50 kg & 1 mt Jumbo Bags
Amorphous silica (a-SiO2) in fine-grained form possesses a high pozzolanic activity which makes it a valuable component of blended binders in concrete production. The origin of A-SiO2 applied in cement-based composites is very diverse. SiO2 in amorphous form is present in various amounts in quite a few supplementary cementing materials (SCMs) being used as partial replacement of Portland cement. In this work, the applicability of a commercially produced silica powder as a partial replacement of Portland cement in cement paste mix design is investigated. Portland cement CEM I 42.5R produced according to the EU standard is used as a reference binder. silica is applied in dosages of 5 and 10, 15, 20 % by mass of cement. The water/binder ratio is kept constant in all the studied pastes. For the applied silica, specific surface area, density, loss on ignition, pozzolanic activity, chemical composition, and SiO2 amorphous phase content. For the developed pastes on the basis of cement-silica blended binder, basic physical properties as bulk density, matrix density, and total open porosity are accessed. Pore size distribution is determined using MIP analysis. Initial and final setting times of fresh mixtures are measured by the automatic Vicat apparatus. Effect of silica cement admixture on mechanical resistivity using compressive strength, bending strength, and dynamic Youngs modulus measurement. The obtained data gives evidence of the workability of paste mixtures with silica, whereas the setting process is accelerated. On the other hand, the reaction activity of silica with Portland cement minerals results in a slight decrease of porosity and improvement of mechanical resistivity of cement pastes containing a-SiO2.
Nowadays, supplementary cementitious materials (SCMs) are widely used for preparing cement composites either in blended types of cement or added separately to the composite mix. The usage of active silica-rich materials represents an appropriate solution to partially replace Portland cement [1]. In addition, most of the SCMs are industrial by-products and their utilization in cement-based composites brings environmental and economic benefits. The admixture of different SCMs usually modifies the properties of cement composite to a certain degree both in the fresh and hardened states. These changes are influenced by different chemical and mineralogical composition, as well as different particle size characteristics which are connected with water requirement and also reactivity [2]. Active silica particles help to fill voids between particles of cement and other components because they are significantly smaller. This filler effect supports the formation of a denser microstructure because the gaps between the particles are minimized and bridged by hydration products.
Additional Information:
- Item Code: 010
- Production Capacity: 100 MT
- Delivery Time: PROMPT
- Packaging Details: 20 KG ALSO JUMBO BAGS OF 700 KG
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