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管道压浆剂性能影响试验及配合比优化研究

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为研究聚羧酸减水剂、微珠矿物掺和料及水胶比对管道压浆剂性能的影响规律,得到最优配合比.本研究在2020年新版行业规范规定的基础上,借助规范试验方法、正交试验设计原理和Logit模型优化分析法,系统研究了三因素对压浆剂性能的影响,并对规范规定范围内取值做进一步的优化设计与验证.研究表明:水胶比对管道压浆剂流动性影响最明显,聚羧酸减水剂掺量次之、微珠掺量最不明显;Logit模型优化后压浆剂的最优配合比为水胶比0.28,聚羧酸减水剂掺量0.38%,微珠掺量18.5%,其流动性、力学性能均有所提高与改善,抗压强度差异性降低至6%以下.其研究结果丰富并补充了管道压浆优化设计理论,为现场工程应用提供了理论指导和室内试验依据,具有重要的工程应用意义.
Influence test of pipeline grouting agent performance and research on optimization of ratio
In order to study the effect of polycarboxylate superplasticizer,microbead mineral admixture and water-binder ratio on the performance of pipeline grouting agent,the optimal mixing ratio was obtained.Based on the 2020 new version of the industry standard,it systematically studied the influence of three factors on the performance of grouting agent with the help of standard test method,orthogonal test design principle and Logit model optimization analysis method.value for further optimization design and verification.The research shows that the water-binder ratio has the most obvious effect on the fluidity of the pipeline grouting agent,the content of polycarboxylate superplasticizer is the second,and the content of microbeads is the least obvious.The optimal mixing ratio of the grouting agent after the optimization of the Logit model is water.The glue ratio is 0.28,the content of polycarboxylate superplasticizer is 0.38%,and the content of microbeads is 18.5%.The fluidity and mechanical properties are improved and improved,and the difference in compressive strength is reduced to below 6%.The research results enrich and supplement the optimal design theory of pipeline grouting,provide theoretical guidance and laboratory test basis for field engineering application,and have important engineering application significance.

grouting agentmixture ratioorthogonal testLogit modeldifference in compressive strength

戎密仁、庞银萍、薛志坤、陈伟利

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河北地质大学 城市地质与工程学院河北省地下人工环境智慧开发与管控技术创新中心,河北 石家庄 050031

石家庄职业技术学院,河北石家庄 050087

河北省建筑科学研究院有限公司,河北石家庄 050227

河北交通职业技术学院河北省季冻区公路服役安全与预警技术创新中心,河北石家庄 050093

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压浆剂 配合比 正交试验 Logit模型 抗压强度差异性

2024

混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
年,卷(期):2024.(12)