首页|凝灰岩机制砂粉末细度对地聚合物性能的影响

凝灰岩机制砂粉末细度对地聚合物性能的影响

Effect of powder fineness of tuff-based manufactured sand on the mechanical properties of geopolymer

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选择3种不同细度的凝灰岩石粉,在浓度为7.5 mol/L的NaOH溶液和质量分数为2%的Na2SiO3溶液激发下制备地聚合物,通过对凝结时间、28 d养护后的表观密度、体积收缩率、抗压强度、抗折强度和杨氏模量测定,探究粒径对地聚合物性能的影响.结果表明,随着石粉平均粒径减小至5.133 μm,地聚合物凝结时间缩至209 min,表观密度增至1 920.5 kg/m3,体积收缩率增至15.65%,28 d抗压、抗折强度和杨氏模量分别为63.334、12.794和735.38 MPa.石粉粒径的减小带来颗粒与激发剂接触面积增加,在产生更多胶凝物质的同时,颗粒与胶凝物由点接触转变为面接触,增强了颗粒之间的胶结作用,孔隙结构得到明显改善.与其他地聚合物比较,发现凝灰岩基地聚合物的抗压强度对粒径的敏感性更强.低于30 μm的临界粒径,地聚合物力学性能对平均粒径的敏感性更强.
The tuff powders with three particle sizes were alkali-activated using NaOH solution with a concentration of 7.5 mol/L and Na2SiO3 solution with a mass content of 2%.The effect of the particle size on the properties of geopolymer was investigated via a measurement of the setting time,density,vol-ume shrinkage,compression strength,flexural strength and Young's modulus after 28 days of curing.The results showed that,as the average particle size of the powder decreased to 5.133 μm,the condensation time of geopolymer decreased to 209 minutes,the density increased to 1 920.5 kg/m3 and the volume shrinkage rate increased to 15.65%.The compression strength,flexural strength and Young's modulus reached 63.334,12.794 and 735.38 MPa,respectively.As the particle size of powder decreased,the con-tact area between particles and activators increased.More gelling material was produced,and the contact between particles and gelling material changed from point contact to surface contact,which enhanced the cementation between the particles and significantly improved the pore structure.Compared with other geopolymers,it was found that the compressive strength of tuff-based geopolymer was more sensitive to particle size.The mechanical properties of geopolymer were more sensitive to average particle size when the critical particle size was lower than 30 μm.

tuff wastepowder sizealkali-activatedgeopolymermechanical property

韩越、张彤炜、于子豪、崔科旺、侯普林、窦晖、雷榕

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兰州大学 土木工程与力学学院,西部灾害与环境力学教育部重点实验室,兰州 730000

甘肃路桥建设集团有限公司,兰州 730015

甘肃华建新材料股份有限公司,甘肃 天水 741020

凝灰岩废弃物 粉末粒径 碱激发 地聚合物 力学性能

2024

兰州大学学报(自然科学版)
兰州大学

兰州大学学报(自然科学版)

CSTPCD北大核心
影响因子:0.855
ISSN:0455-2059
年,卷(期):2024.60(5)