The Mechanical Performance and Reaction Mechanism of Slag-Based Organic-Inorganic Composite Geopolymers.

Materials (Basel)

Guangzhou Residential Construction Development Co., Ltd., Guangzhou 510075, China.

Published: February 2024

A series of organic-inorganic composite geopolymer paste samples were prepared with slag-based geopolymer and three types of hydrophilic organic polymers, i.e., PVA, PAA, and CPAM, by ordinary molding and pressure-mixing processes. The reaction mechanism between slag-based geopolymer and organic polymers was studied by FT-IR, NMR, and SEM techniques. The experimental results showed that the slag-based geopolymer with the addition of 3% PVA presented the highest 28-day flexural strength of 19.0 MPa by means of a pressure-mixing process and drying curing conditions (80 °C, 24 h) compared with the geopolymers incorporating PAA and CPAM. A more homogeneous dispersion morphology was also observed by BSE and SEM for the 3% PVA-incorporated slag-based geopolymer. The FT-IR testing results confirmed the formation of a C-O-Si (Al) bond between PVA and the slag-based geopolymer. The deconvolution of the Q and Q(1Al) species obtained by Si NMR testing manifested the addition of PVA and increased the length of the silicon backbone chain in the geopolymer. These findings confirmed that a composite geopolymer with high toughness can be produced based on the interpenetrating network structure formed between organic polymers and inorganic geopolymer.

Download full-text PDF

Source
http://www.ncbi.nlm.nih.gov/pmc/articles/PMC10856105PMC
http://dx.doi.org/10.3390/ma17030734DOI Listing

Publication Analysis

Top Keywords

slag-based geopolymer
20
organic polymers
12
geopolymer
9
reaction mechanism
8
mechanism slag-based
8
organic-inorganic composite
8
composite geopolymer
8
paa cpam
8
addition pva
8
slag-based
6

Similar Publications

Want AI Summaries of new PubMed Abstracts delivered to your In-box?

Enter search terms and have AI summaries delivered each week - change queries or unsubscribe any time!