Optimization of Super Plasticizers Dosage in Concrete

Classification:Chemical Auxiliary Agent, Chemical Auxiliary Agent
CAS No.:2432-87-3, 2432-87-3
Other Names:DOS plasticizer
MF:C26H5004, C26H5004
EINECS No.:219-411-3
Purity:98%, 98%
Type:Plasticizers, Plasticizer
Usage:Coating Auxiliary Agents, Electronics Chemicals, Plastic Auxiliary Agents, Rubber Auxiliary Agents, Textile Auxiliary Agents
MOQ:200kgs
Moisture(wt)%≤:0.1%

Optimization of Super Plasticizers Dosage in Concrete with Different Brands of Cement with Complete Replacement of Natural Sand by PS Sand and also Partial Replacement of PS Sand and M-Sand S. Supreeth1 Manuvijay2 1BE Student 2Assistant Professor & Head of Dept.

Additives that reduce the amount of water in concrete or super-plasticizers (SPs) are now used extensively in order to produce high strength concrete with a low water to

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Comparison and Optimization of Dosage of Different

Classification:Chemical Auxiliary Agent
CAS No.:2432-87-3
Other Names:SEBACIC ACID DI-N-OCTYL ESTER
MF:C26H5004, C26H5004
EINECS No.:219-411-3
Purity:99%
Type:Plastic Auxiliary Agents
Usage:Electronics Chemicals, Paper Chemicals, Plastic Auxiliary Agents
MOQ:200kgs
Product Name:DOS

an optimum dose for these Super plasticizers to help achieving self-compacted concrete. Although compatibility problem looks to be very complex, it could be more or less solved by

pared for comparing. For investigating the effects of super-plasticizer on concrete properties, five additional mixes was prepared using admixture dosage of 400, 600, 800, 1000, and 1200 ml/

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COMPARISON AND OPTIMIZATION OF DOSAGE

Classification:Chemical Auxiliary Agent
CAS No.:2432-87-3, 2432-87-3
Other Names:Dioctyl Sebacate / DOS
MF:C26H5004, C26H5004
EINECS No.:219-411-3
Purity:99% Min
Type:Plasticizers, Plasticizer
Usage:Coating Auxiliary Agents, Electronics Chemicals, Leather Auxiliary Agents, Paper Chemicals, Petroleum Additives, Plastic Auxiliary Agents, Rubber Auxiliary Agents, Surfactants, Textile Auxiliary Agents, Water Treatment Chemicals
MOQ:200kgs
Acid value(mgKOH/g)≤:0.02%

The effects of super plasticizer on fresh and hardened concrete were investigated. The experiment program included test on workability, slump loss and compressive strength.

According to Okamura´s method for self-compacting concrete mix design, the dosage of superplasticizer is first determined in mortar mixtures and it is after adjusted in concrete mix

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Optimization of Superplasticizer Dosage

Classification:Chemical Auxiliary Agent, Chemical Auxiliary Agent
CAS No.:2432-87-3, 2432-87-3
Other Names:diisooctyl sebacate/DOS
MF:C26H50O4
EINECS No.:219-411-3
Purity:98%, 98%
Type:Adsorbent
Usage:Plastic Auxiliary Agents, Rubber Auxiliary Agents
MOQ:200kgs
Density (g/ml, 25/4 ℃):0.913-0.917

Concrete mixes with SP dosages of 0.8%, 1% and 1.2% by weight of cement were prepared along with a control mix (wa-ter/cement ratio of 0.55). After casting, the concrete samples underwent normal curing. Among the properties

Comparison and Optimization of Dosage of Different Super-Plasticizers for Self Compacted Concrete Using Marsh Cone

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Optimum superplasticiser dosage and aggregate

Classification:Chemical Auxiliary Agent, Chemical Auxiliary Agent
CAS No.:2432-87-3, 2432-87-3
Other Names:Dioctyl sebacate
MF:C26H50O4
EINECS No.:219-411-3
Purity:99%, ≥99.0%
Type:Adsorbent
Usage:Coating Auxiliary Agents, Electronics Chemicals, Leather Auxiliary Agents, Paper Chemicals, Petroleum Additives, Plastic Auxiliary Agents, Rubber Auxiliary Agents, Surfactants, Textile Auxiliary Agents, Water Treatment Chemicals
MOQ:200kgs
Polarizability (10-24 cm3):49.971

An experimental study has been carried out to investigate the effect of superplasticiser dosage on the performance of self-consolidating concrete (SCC). Seven

Production and optimization of self-consolidating concrete under the influence of different doses of superplasticizer. ml/kg for SCC90-2, SCC90-2.5, and SCC90-3,

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