首页|期刊导航|硅酸盐通报|碳化养护对磷石膏基复合胶凝材料力学性能与耐水性的影响及机理研究

碳化养护对磷石膏基复合胶凝材料力学性能与耐水性的影响及机理研究OA

Effect and Mechanism of Carbonation Curing on Mechanical Properties and Water Resistance of Phosphogypsum-Based Composite Cementitious Materials

中文摘要英文摘要

磷石膏基材料耐水性差、强度不足,限制了其规模化资源利用.本文以半水磷石膏为主要原料,复掺水泥、粉煤灰和生石灰,制备磷石膏基复合胶凝材料(PGC),研究标准、水浴和碳化养护对PGC力学性能、耐水性及微观结构的影响.结果表明:PGC在三种养护条件下的28 d抗压强度均显著高于单一磷石膏体系,其中标准养护下抗压强度最高,达到33.78 MPa;碳化养护下PGC兼具较高强度和优良耐水性,28 d 抗压强度为27.68 MPa,抗压软化系数为1.0.TG-DTG、XRD、FTIR和SEM结果表明,水泥水化、粉煤灰-石灰火山灰反应及碳化沉积协同生成水化硅酸钙(C-S-H)、AFt和CaCO3,CaCO3主要沉积于晶体间隙、凝胶孔及局部微裂隙中,并与水化产物共同改善微观结构连续性.碳化养护可有效提升PGC的强度-耐水协同性能,可为磷石膏高值化利用、CO2固封及低碳胶凝材料开发提供参考.

Phosphogypsum-based materials have poor water resistance and insufficient strength,which limits their large-scale resource utilization.In this paper,phosphogypsum-based composite cementitious material(PGC)was constructed by using hemihydrate phosphogypsum as the main raw material,mixed with cement,fly ash and quicklime.The effects of standard,water bath and carbonation curing on the mechanical properties,water resistance and microstructure of PGC were studied.The results show that the 28 d compressive strength of PGC under three curing conditions is significantly higher than that of single phosphogypsum system,and the compressive strength under standard curing is the highest,reaching 33.78 MPa.Under carbonation curing,PGC has both high strength and excellent water resistance.The 28 d compressive strength is 27.68 MPa,the compressive softening coefficient is 1.0.The results of TGA,XRD,FTIR and SEM show that calcium silicate hydrate(C-S-H),AFt and CaCO3 are synergistically formed by cement hydration,fly ash-lime pozzolanic reaction and carbonation deposition.CaCO3 is mainly deposited in crystal gaps,gel pores and local microcracks,and improves the continuity of microstructure together with hydration products.Carbonation curing can effectively improve the strength-water resistance synergy of PGC,which can provide reference for high-value utilization of phosphogypsum,CO2 sequestration and development of low-carbon cementitious materials.

陈明胜;杨宁;刘天乐;郑少军;刘鹏

中国地质大学(武汉)非常规固井与特种加固实验室,武汉 430074||中国地质大学(武汉)工程学院,武汉 430074中国地质大学(武汉)非常规固井与特种加固实验室,武汉 430074||中国地质大学(武汉)工程学院,武汉 430074中国地质大学(武汉)非常规固井与特种加固实验室,武汉 430074||中国地质大学(武汉)工程学院,武汉 430074中国地质大学(武汉)非常规固井与特种加固实验室,武汉 430074||中国地质大学(武汉)工程学院,武汉 430074贵州大学土木工程学院,贵阳 550025

建筑与水利

磷石膏软化系数碳化养护抗压强度碳化沉积

phosphogypsumsoftening coefficientcarbonation curingcompressive strengthcarbonation deposition

《硅酸盐通报》 2026 (9)

3222-3232,3298,12

国家重点研发计划(2024YFC2814304)国家自然科学基金(42072343,42402318)

10.16552/j.cnki.issn1001-1625.2026.0384

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