Experimental Study of Conplast SP430
- Classification:Chemical Auxiliary Agent
- Other Names:Plasticizer
- Purity:99 %
- Type:Adsorbent, Carbon Black
- Usage:Chemical Auxiliary Agent, Leather Auxiliary Agents
- MOQ:1000KG
- Package:25kg/drum
- Application:PVC Plasticizer
The results showed that all the concrete mixes with presences Conplast SP 430 super plasticizer exhibited improvement in compressive strength and noticeable reduction in water absorption compared
problem among the users about what type of super plasticizers to be used with what type of cement and what optimum dosage of super –plasticizer should be added. Consequently, this study involves the application of Conplast SP 430 Superplasticizer on three different cement
Behavior and Comparison of High Strength Concrete
- Classification:Chemical Auxiliary Agent, Chemical Auxiliary Agent
- Other Names:Plasticizer
- Purity:99.99, 99%
- Type:Plasticizer
- Usage:Plasticizer
- MOQ:200kgs
- Package:200kgs/battle
- Application:PVC Plasticizer
- Item:T/T,L/C
P.P.C, O.P.C and by using 0.5%, and 1% of Super Plasticizer (S.P 430) with O.P.C. KEYWORDS: High Strength Concrete, Mechanical Properties, Super Plasticizer-430, PPC,OPC. INTRODUCTION GENERAL Many scientists in various countries have tried to modify the high
and using super plasticizer and 20mm size nominal aggregate Characteristics strength =f ck + 1.65 s Where s = 5 N / mm 2 So characteristics strength = 48.25 N / mm 2 According to IS: 10262 when using 20 mm aggregates take water = 186 Kg Using super plasticizer reduction of water
Effect of Superplasticizer on Workability
- Classification:Chemical Auxiliary Agent, Chemical Auxiliary Agent
- Other Names:Plasticizer
- Purity:99.0%Min
- Type:Plasticizer
- Usage:Leather Auxiliary Agents, Paper Chemicals, Petroleum Additives, Plastic Auxiliary Agents, Rubber Auxiliary Agents, Textile Auxiliary Agents, Leather Auxiliary Agent,Plastic Auxiliary Agent,
- MOQ:1000KG
- Package:25kg/drum
- Shape:Powder
- Payment:T/T
- Certificate::COA
Three types of superplasticizers Conplast SP 561, Conplast SP 430 and Conplast SP 264 at different percentages (0, 10, 20 and 30%) with the same water cement ratio of 0.3, with M30 grade of concrete.
low water-cement ratio is achieved by using Super Plasticizers [6].Super plasticizer constitutes a relatively new category and improved version of plasticizer, which permits the reduction of water to the extent upto 45% without reducing workability. Super plasticizers are classified to be under 3 generations namely 1.
Influennce of ingredient of super plasticizers on
- Classification:Chemical Auxiliary Agent
- Other Names:Plasticizer
- Purity:99%
- Type:pvc additive
- Usage:Plastic Auxiliary Agents, Textile Auxiliary Agents
- MOQ:25kg/bag
- Package:200kg/drum
- Shape:Powder
- Payment:T/T
- Application:PVC Plasticizer
Nanak J Pamnani, Palakkumar D. Patel, Dr. A.K. Verma, Jayeshkumar Pitroda --Comparison and Optimization of Dosage of Different Super-Plasticizers for Self Compacted Concrete Using Marsh Cone
Super Plasticizers. Dosage. For following or high workability concrete: 0.70 1.30 litres/100 kgs of cementitious material. For strength and high early strength: 0.70 2.0 litres/100 kgs of cementitious material. Admixtures Overview
STUDIES ON COMPATIBILITY ISSUES OF SUPER PLASTICIZERS
- Classification:Chemical Auxiliary Agent, Chemical Auxiliary Agent
- Other Names:Plasticizer
- Purity:99.5%, 99.9%min.
- Type:Adsorbent, plasticizer
- Usage:PVC shoe, PVC Air Blowing/Expander PVC/DIP Shoes
- MOQ:25kg/bag
- Package:200kg/drum
- Payment:T/T
- Application:PVC Plasticizer
. In the present study, compatibility assessment of commercially available cements (OPC and PPC) and SNF & PCE based super plasticizers are made by evaluating the workabilities, setting times and compressive strengths of M40 grade concrete mixes made with two different brands of cement and with two different chemical admixtures.
Super plasticizers Conplast Conplast SP 430 is employed in the current investigation with concrete grades M30 and M40. Fresh concrete was used for the workability slump, compressive strength, and flexural strength test. On the hardened concrete, a test for compressive strength was performed. While every mix was acceptable, the one containing