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再生微粉和矿物掺合料对水泥浆体微观结构的影响研究

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为推动建筑垃圾资源化利用的发展,本文利用核磁共振和压汞两种试验方法研究再生微粉和矿物掺合料以不同比例掺配后对水泥净浆、水泥砂浆微观结构的影响规律.结果表明:水泥净浆单掺再生微粉时,随着掺量的增加,净浆的孔隙度增加,内部无害孔和少害孔数量变少,有害孔和多害孔数量变多,净浆内部结构致密性较差;砂浆单掺再生微粉时,随着掺量的增加,砂浆的平均半径和总孔隙率增大,相比于S0,S3的总孔隙率增加44.2%,平均半径提高50.3%;相对于单掺砂浆,复掺粉煤灰和硅灰后总孔隙率和平均半径呈降低趋势,相比于S0,FS1的总孔隙率降低18.1%,平均半径降低7.8%.复掺再生微粉与矿物掺合料能有效改善水泥浆体孔结构,从而减少水泥用量.
Study on the effects of the recycled micronized powder and mineral admixtures on the microstructure of cement paste
To promote the development of resource utilization of construction waste,Nuclear Magnetic Resonance(NMR)and mercury compression are adopted to explore the effects of the recycled mi-cronized powder and mineral admixtures mixed in different proportions on the microstructure of ce-ment paste and cement mortar.The results show that when the recycled micronized powder is added to cement paste alone,the porosity of paste increases with the increase of dosage.The number of harmless and harmful pores inside the paste decreases.In addition,the number of harmful and multi-ple harmful pores increases with poor internal structure density.When the recycled micronized pow-der is added to cement mortar alone,the average radius and total porosity of mortar increase with the increase of dosage.Compared with S0,the total porosity and average radius of S3 increase by 44.2%and 50.3%respectively.Compared to single mixed mortar,the total porosity and average radius show a decreasing trend after adding fly ash and silica fume.Compared to S0,the total porosity and ave-rage radius of FS1 decrease by 18.1%and 7.8%respectively.The combination of the recycled mi-cronized powder and mineral admixtures can effectively improve the pore structure of cement paste,thereby reducing the consumption of cement.

cement pasterecycled micronized powderpore structureNuclear Magnetic Resonance(NMR)mercury compression

马丽媛、李滢、陈曦

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青海大学土木水利学院,青海西宁 810016

水泥浆体 再生微粉 孔结构 核磁共振 压汞

青海省科技厅项目国家自然科学基金

2023-ZJ-72551668052

2024

青海大学学报(自然科学版)
青海大学

青海大学学报(自然科学版)

影响因子:0.355
ISSN:1006-8996
年,卷(期):2024.42(1)
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