TY - JOUR
T1 - Enhancing Cement Hydration and Mechanical Strength via Co-Polymerization of Sodium Humate with Superplasticizer Monomers and Sequential Blending with Aluminum Sulfate and Carbon Fibers
AU - Song, Zhiyuan
AU - Chaudhary, Sidra
AU - Ding, Yan
AU - Yan, Yujiao
AU - Jia, Qinxiang
AU - Wu, Yong
AU - Li, Xiaoyong
AU - Sun, Yang
N1 - Publisher Copyright:
© 2025 by the authors.
PY - 2025/12
Y1 - 2025/12
N2 - This study presents a new ternary copolymer synthesized via aqueous free-radical polymerization from sodium humate, sodium 2-methylprop-2-ene-1-sulfonate (SMAS), and 2-acrylamido-2-methylpropane sulfonic acid (AMPS). The resulting highly water-soluble, three-dimensional porous copolymer is complexed with aluminum sulfate to form a composite admixture containing AlO(OH), which acts as a highly effective accelerator for cement hydration. This system significantly shortens the initial and final setting times to averages of 2.62 min and 4.53 min, respectively, and enhances early-age mechanical strength (1.7 MPa compressive, 1.4 MPa flexural at 6 h). These improvements are correlated with the formation of key crystalline phases, including Al2Si2O5(OH)4 and Ca3Al2O6·xH2O gel. Incorporation of 50-mesh carbon fibers further reduces setting times (2.21 min initial, 3.93 min final) and increases 24 h strength (5.2 MPa compressive, 2.7 MPa flexural), despite a slight reduction in early strength (at 6 h). In contrast, 200-mesh carbon fibers extend the initial setting time and diminish early strength, associated with the formation of less effective gel phases such as Ca3Al2O6·xH2O, (CaO)x(Al2O3)11, and Ca4Al2O7·xH2O. Among these, the Al2Si2O5(OH)4 phase demonstrates superior performance, while finer carbon fibers show limited effectiveness in bridging hydration products. Conventionally employed as retarders or reinforcing agents, humate-based polymers and carbon fibers are shown here to function as dual-functional admixtures—serving as efficient setting accelerators while enhancing mechanical properties through tailored material design. This strategy offers a promising pathway for developing advanced multifunctional cement admixtures.
AB - This study presents a new ternary copolymer synthesized via aqueous free-radical polymerization from sodium humate, sodium 2-methylprop-2-ene-1-sulfonate (SMAS), and 2-acrylamido-2-methylpropane sulfonic acid (AMPS). The resulting highly water-soluble, three-dimensional porous copolymer is complexed with aluminum sulfate to form a composite admixture containing AlO(OH), which acts as a highly effective accelerator for cement hydration. This system significantly shortens the initial and final setting times to averages of 2.62 min and 4.53 min, respectively, and enhances early-age mechanical strength (1.7 MPa compressive, 1.4 MPa flexural at 6 h). These improvements are correlated with the formation of key crystalline phases, including Al2Si2O5(OH)4 and Ca3Al2O6·xH2O gel. Incorporation of 50-mesh carbon fibers further reduces setting times (2.21 min initial, 3.93 min final) and increases 24 h strength (5.2 MPa compressive, 2.7 MPa flexural), despite a slight reduction in early strength (at 6 h). In contrast, 200-mesh carbon fibers extend the initial setting time and diminish early strength, associated with the formation of less effective gel phases such as Ca3Al2O6·xH2O, (CaO)x(Al2O3)11, and Ca4Al2O7·xH2O. Among these, the Al2Si2O5(OH)4 phase demonstrates superior performance, while finer carbon fibers show limited effectiveness in bridging hydration products. Conventionally employed as retarders or reinforcing agents, humate-based polymers and carbon fibers are shown here to function as dual-functional admixtures—serving as efficient setting accelerators while enhancing mechanical properties through tailored material design. This strategy offers a promising pathway for developing advanced multifunctional cement admixtures.
KW - carbon fiber
KW - cement hydration
KW - mechanical strength
KW - mortar
KW - paste
KW - setting time
KW - sodium humate
UR - https://www.scopus.com/pages/publications/105025804450
U2 - 10.3390/buildings15244422
DO - 10.3390/buildings15244422
M3 - 文章
AN - SCOPUS:105025804450
SN - 2075-5309
VL - 15
JO - Buildings
JF - Buildings
IS - 24
M1 - 4422
ER -