Compatibility analysis of superplastisizers with
- Classification:Chemical Auxiliary Agent
- Other Names:Plasticizer
- Purity:99.99, 99%
- Type:Plasticizer, Dioctyl Phthalate
- Usage:Coating Auxiliary Agents, Leather Auxiliary Agents, Plastic Auxiliary Agents, Rubber Auxiliary Agents
- MOQ:200kgs
- Package:200kgs/battle
- Model Number:Plasticizer
Based on the experiments, it was established which superplasticizers should be used for cements of a certain mineral composition. Properties of cement CEM II/A-S 32.5 R
Abstract: Nowadays different type of cements and superplasticizers are available commercially. It creates a lot of confusion to the users in selecting the type of cement and superplasticizers
Compatibility of Superplasticizers with Different Cements
- Classification:Chemical Auxiliary Agent
- Other Names:Plasticizer
- Purity:99.5%
- 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
- Quality control:COA ,SDS,TDS
- Delivery:Within 7-15 Days
Jul 1, 2000The hydration behavior of different cements at different time intervals (1, 3, 7, 28 and 360 days) in the presence of superplasticizers has also been analyzed by differential thermal
May 1, 2000Three types of cements, provided by different cement plants, as blended cement (KÇ 32.5), pozzolanic cement (TÇ 32.5), and Portland cement (PÇ 42.5) were used in the
Compatibility of superplasticizers with different cements
- Classification:Chemical Auxiliary Agent, Chemical Auxiliary Agent
- Other Names:Plasticizer
- Purity:99.5%min
- Type:Plastic Auxiliary Agents
- Usage:Plasticizer
- MOQ:200kgs
- Package:200kgs/battle
- Place of Origin:Henan, China
. In the present study, compatibility assessment of commercially available cements (OPC and PPC) and SNF & PCE based super plasticizers are made by
This can happen if the same superplasticizer is used, but different cements of the same plant. This also happens if superplasticizers of the same type, but of different
Compatibility matrix of superplasticizers in Ultra-High
- Classification:Chemical Auxiliary Agent, Chemical Auxiliary Agent
- Other Names:Plasticizer
- Purity:99.5, ≥99.5
- Type:Liquid, plasticizer
- Usage:Coating Auxiliary Agents, Leather Auxiliary Agents, Paper Chemicals
- MOQ:1000KG
- Package:25kg/drum
- Sample:Availabe
- Item:T/T,L/C
- Application:Plasticizer
- Quality control:COA ,SDS,TDS
- Delivery:Within 7-15 Days
The research work aims at outbreaking the fundamentals by distinguishing the varying superplasticizers by its workability, strength, and behavior on Ultra-High-Performance
The compatibility between Arabic region produced cements and different class of superplasticizers was investigated using a shear stress/shear strain controlled rheometer, adopting flow and oscilla-
CEMENT AND SUPERPLASTICIZER COMBINATIONS: COMPATIBILITY
- Classification:Chemical Auxiliary Agent, Chemical Auxiliary Agent
- Other Names:Plasticizer
- Purity:99
- Type:Plastizer
- Usage:Coating Auxiliary Agents, Electronics Chemicals, Leather Auxiliary Agents, Paper Chemicals, Plastic Auxiliary Agents
- MOQ:200kgs
- Package:200kgs/battle
- Payment:T/T
- Application:PVC Plasticizer
Dec 4, 2004This study highlights the notion of robustness of combinations of cements and superplasticizers. Tests done with various cements and different families of superplasticizers showed that although a combination of a cement and a superplasticizer could be compatible, it is not necessarily robust. Sometimes a little variation in the dosage of the admixture could lead
. 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.
- Are superplasticizers compatible with blended cements?
- In the present study, the compatibility between two types of commercially available blended cements and two types of superplasticizers are experimented for each combination. The optimum dosage of the superplasticizers is identified using marsh cone test and mini slump test for each of the combinations.
- Which superplasticizer is compatible with slag blended cement?
- The best compatibility is found between the polymer based superplatizer and slag blended cement. Keywords: - cement, superplasticizers, marsh cone test, mini slump test, compressive strength, split tensile strength, flexural strength, saturation point and retention time.
- How do superplasticizers affect the workability of concrete?
- Superplasticizers directly influence the workability of concrete, and certain factors are considered such as type of admixture, time of addition, addition sequence, mixing time, dosage, w/b ratio, and amount/nature of binder. The dosage between 0.6 to 2% by weight of cement resulted in minimal retardation.
- What is the W/B ratio of superplasticizers?
- A varying w/b ratio depending on the influence of superplasticizers, silica fume of 15%, and glass fiber of 2.5% to the weight of cement was maintained throughout the study. Superplasticizers are of three types such as SNF, SMF, PC and each admixtures were incorporated at 0.5, 1, 1.5, and 2% by weight of cement.
- What is the maximum tensile strength of a superplasticizer?
- The maximum split tensile strength at 28 days of testing for all cases was found to be 29.09 MPa—SNF based, 30.72 MPa—SMF based, and 31.23 MPa—PC-based admixture, respectively, at 1.5% of dosage (Fig. 6). Therefore, the effect of superplasticizers mainly influences the workability of concrete rather mechanical properties.
- What is a superplasticizer in cement?
- According to ASTM C494, superplasticizers are linear polymers that possess a sulfonic acid group. The addition of superplasticizers into a mix neutralizes the surface interaction among the cement particles and thus, reduces the viscosity of cement paste (free from agglomeration) resulting in reduced pore volume.
