首页|地聚合物注浆材料流动性能与强度影响因素研究

地聚合物注浆材料流动性能与强度影响因素研究

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为了优化地聚合物注浆材料配比,提高其流动性能和强度,降低对传统水泥的依赖,提供一种新型、高效的建筑材料,采用正交试验方法系统探究了水泥掺量、碱当量、水胶比和减水剂掺量四个关键因素对碱激发偏高岭土基地聚合物注浆材料的流动性能和强度的影响.实验结果显示:在水泥掺量为45%,碱当量为7.8%,水胶比为0.77,减水剂掺量为0.75%时,地聚合物注浆材料的流动性能最好;在水泥掺量为45%,碱当量为7.8%,水胶比为0.75,减水剂掺量为0.75%时,地聚合物注浆材料的强度最高;在这四个因素中,碱当量和减水剂掺量对流动性能的影响最显著,而水泥掺量和碱当量则在强度方面发挥主导作用.
Study on Factors Influencing the Flowability and Strength of Geopolymer Grouting Materials
To optimize the formulation of polymer grouting materials,improve their flowability and strength,reduce reliance on traditional cement and provide a novel and efficient construction material,this study systematically investigates the influence of four key factors-cement content,alkali equiva-lent,water-to-binder ratio,and superplasticizer dosage-on the flowability and strength of alkali-acti-vated kaolin-based polymer grouting materials using an orthogonal experimental design.Experimental results reveal that the best flowability of the polymer grouting material is achieved at a cement content of 45%,alkali equivalent of 7.8%,water-to-binder ratio of 0.77 and superplasticizer dosage of 0.75%.The highest strength of the polymer grouting material is obtained at a cement content of 45%,alkali equivalent of 7.8%,water-to-binder ratio of 0.75,and superplasticizer dosage of 0.75%.A-mong these four factors,alkali equivalent and superplasticizer dosage exert the most significant influ-ence on flowability,while cement content and alkali equivalent play dominant roles in strength.

geopolymermetakaolingrouting materialflowabilitystrength

张森龙、刘杰胜、魏靖、赵程澄、段诗雪、张芷瑜、杜立伟、张曼

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武汉轻工大学土木工程与建筑学院,湖北武汉 430023

武汉市海洋工程结构防护材料中试平台,湖北武汉 430023

地聚合物 偏高岭土 注浆材料 流动性能 强度

2024

湖北工程学院学报
湖北工程学院

湖北工程学院学报

CHSSCD
影响因子:0.306
ISSN:2095-4824
年,卷(期):2024.44(6)