2014
DOI: 10.1002/app.40856
|View full text |Cite
|
Sign up to set email alerts
|

Effect of cross‐linked polycarboxylate‐type superplasticizers on the properties in cementitious system

Abstract: Fluidity and slump loss are main technical indicators for the quality of concrete. They are related to the dispersion of cement and hydration process, and are greatly affected by the structure of superplasticizers (SPs). For the purpose of obtaining SPs with excellent fluidity and slump retention, water-soluble cross-linked polycarboxylate ether copolymers (CLPCs) of acrylic acid and alkenyl alcohol type polyoxyethylene ether were synthesized. In order to gain full understanding of the effect of cross-linked S… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
2

Citation Types

1
18
0

Year Published

2015
2015
2021
2021

Publication Types

Select...
7

Relationship

2
5

Authors

Journals

citations
Cited by 25 publications
(19 citation statements)
references
References 23 publications
1
18
0
Order By: Relevance
“…Liu et al proposed that the cross‐linked structures could affect generation of C‐S‐H that was gainful for concrete density and compressive strength. In the microstructure of hardened cement paste incorporating cross‐linked polycarboxylate, a very dense structure of crystallites and very few ettringite formation were revealed . In Figure , excellent superplasticizing effect and compressive strength reflection of cross‐linked SP for SCC were seen that is compatible with literature.…”
Section: Resultssupporting
confidence: 86%
“…Liu et al proposed that the cross‐linked structures could affect generation of C‐S‐H that was gainful for concrete density and compressive strength. In the microstructure of hardened cement paste incorporating cross‐linked polycarboxylate, a very dense structure of crystallites and very few ettringite formation were revealed . In Figure , excellent superplasticizing effect and compressive strength reflection of cross‐linked SP for SCC were seen that is compatible with literature.…”
Section: Resultssupporting
confidence: 86%
“…As can be seen from Figure , the compressive strength of the cement mortar containing ESPC2 was significantly higher than that of the PCE sample and the blank sample after curing for 12 and 24 hr. When the compressive strength data is combined with the SEM results, it is evident that ESPC2 can promote hydration more effectively than the conventional PCE during the cement hydration process, and produce more dense AFt and Ca(OH) 2 hydration products, which can enhance the compressive strength of the resultant materials …”
Section: Resultsmentioning
confidence: 99%
“…The decrease in the apparent viscosity may have been due to the structure and charge density of the copolymer and the ionized anionic carboxylic groups and sulfo groups, which had electrostatic interactions and steric hindrance effects on the kaolin particles …”
Section: Resultsmentioning
confidence: 99%