文章摘要
废弃砖粉基地聚合物配比优化与性能研究
Study on the Proportion Optimization and Performance Research of Waste Brick Powder Geopolymer
投稿时间:2025-09-10  修订日期:2025-10-26
DOI:
中文关键词: 正交试验、地聚合物、废弃砖粉、力学性能  
英文关键词: Orthogonal  test, geopolymer, waste  brick powder, mechanical  properties
基金项目:长期碳化作用下地聚合物固化疏浚淤泥的稳定机理研究
作者单位邮编
蒋成业 安徽建筑大学 230601
张士萍* 南京工程学院 211167
霍王文 南京工程学院 
牛龙龙 南京工程学院 
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中文摘要:
      研究采用正交试验法,选用碱激发剂模数、碱含量以及水胶比作为变量因素,设置四个水平,对废弃砖粉基地聚合物在高温养护条件下(60°)的流动性、抗压强度与抗折强度等性能指标的变化规律进行探讨。试验结果表明,当龄期为28d时,各因素对废弃砖粉基地聚合物抗压、抗折强度的影响显著性排序相同,均为水胶比>碱含量>模数;当碱激发剂模数为1.5、碱含量为1.0、水胶比为0.4时,地聚合物抗压、抗折强度最高,即抗压强度为23.4 MPa,抗折强度为5.4 MPa。三因素中,水胶比对地聚合物流动度的影响最为显著,流动度随水胶比的增大持续增加,当水胶比为0.55时,各地聚合物试样的流动度均大于300 mm。
英文摘要:
      This study employed an orthogonal experimental design, with modulus of alkali activator, alkali content, and water-to-binder ratio selected as variable factors at four levels each, to investigate the variation patterns in workability, compressive strength, and flexural strength of waste brick powder-based geopolymer under high-temperature curing conditions (60°C). The experimental results indicate that at 28 days of curing, the order of significance of each factor affecting the compressive and flexural strength of the geopolymer was consistent: water-to-binder ratio > alkali content > modulus. The highest compressive and flexural strengths were achieved when the modulus of alkali activator was 1.5, alkali content was 1.0, and water-to-binder ratio was 0.4, with corresponding values of 23.4 MPa and 5.4 MPa, respectively. Among the three factors, the water-to-binder ratio had the most significant impact on the fluidity of the geopolymer, with fluidity continuously increasing as the water-to-binder ratio rose. At a water-to-binder ratio of 0.55, the fluidity of all geopolymer specimens exceeded 300 mm.
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