Phosphogypsum-Based Composite Cementitious Porous Filter Media: Performance Regulation and Phosphate Adsorption Mechanism

In this work, a high-dosage phosphogypsum (PG) composite cementitious system was fabricated via alkali activation, using 50 wt.% PG, 15 wt.% fly ash and 35 wt.% ordinary Portland cement. Redispersible polymer powder (RPP) was incorporated to improve matrix toughness, and animal protein foaming was employed to construct continuous mesoporous structures for water treatment. Key preparation parameters were optimized through single-factor experiments. The optimized porous filter media present a bulk density of 0.809 g/cm3, a 1 h water absorption rate of 39%, and a breakage and wear rate of 4.89%. In static adsorption tests with 40 mg/L simulated phosphate wastewater, the filter media achieve a phosphate-removal rate of 71.81% within 6 h, which is significantly superior to that of commercial sintered ceramsite (50.28%). Combined characterization using BET, SEM, XRD, XRF and FT-IR demonstrates that phosphate removal mainly relies on calcium-induced chemical precipitation, with mesoporous physical adsorption playing an auxiliary role. Leaching tests verify that all heavy metal leaching concentrations of the prepared filter media satisfy the GB 5085.3-2007 standard, while fluoride release can be detected under strong acid conditions. This polymer modification strategy facilitates large-scale PG solid waste disposal and eutrophic water remediation, providing a practical route for preparing low-cost polymer-inorganic porous filter media for water purification.

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Journal
Polymers
Published
2026-10-12
DOI
https://doi.org/10.3390/polym18202487
Primary Topic
Recycling and utilization of industrial and municipal waste in materials production
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article
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article

Phosphogypsum-Based Composite Cementitious Porous Filter Media: Performance Regulation and Phosphate Adsorption Mechanism

XU Xishu, 于殿喜, Zhiheng Zhang, Ting Xia et al.
Polymers
Recycling and utilization of industrial and municipal waste in materials production
article

Phosphogypsum-Based Composite Cementitious Porous Filter Media: Performance Regulation and Phosphate Adsorption Mechanism

XU Xishu, 于殿喜, Zhiheng Zhang, Ting Xia, Jianjun Xia, Yu Xia
article en

Abstract

In this work, a high-dosage phosphogypsum (PG) composite cementitious system was fabricated via alkali activation, using 50 wt.% PG, 15 wt.% fly ash and 35 wt.% ordinary Portland cement. Redispersible polymer powder (RPP) was incorporated to improve matrix toughness, and animal protein foaming was employed to construct continuous mesoporous structures for water treatment. Key preparation parameters were optimized through single-factor experiments. The optimized porous filter media present a bulk density of 0.809 g/cm3, a 1 h water absorption rate of 39%, and a breakage and wear rate of 4.89%. In static adsorption tests with 40 mg/L simulated phosphate wastewater, the filter media achieve a phosphate-removal rate of 71.81% within 6 h, which is significantly superior to that of commercial sintered ceramsite (50.28%). Combined characterization using BET, SEM, XRD, XRF and FT-IR demonstrates that phosphate removal mainly relies on calcium-induced chemical precipitation, with mesoporous physical adsorption playing an auxiliary role. Leaching tests verify that all heavy metal leaching concentrations of the prepared filter media satisfy the GB 5085.3-2007 standard, while fluoride release can be detected under strong acid conditions. This polymer modification strategy facilitates large-scale PG solid waste disposal and eutrophic water remediation, providing a practical route for preparing low-cost polymer-inorganic porous filter media for water purification.

PolymersVol. 18(20)
Nanjing Tech University (CN), Carnegie Mellon University (US)
Openalex Percentile: Top 15%
Recycling and utilization of industrial and municipal waste in materials production
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Phosphogypsum-Based Composite Cementitious Porous Filter Media: Performance Regulation and Phosphate Adsorption Mechanism — XU Xishu, 于殿喜, et al. · Polymers (2026) | TGRS Research Map | TGRS