首页|碱激发矿渣粉煤灰地聚物力学性能研究

碱激发矿渣粉煤灰地聚物力学性能研究

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为响应国家节能减排战略,提高工业废弃物的综合利用率.该文通过单一变量和正交试验法,并结合XRD、SEM,分析了矿渣掺量、碱当量、水玻璃模数和水灰比对矿渣粉煤灰地聚物抗压强度、孔隙率的影响.结果表明:矿渣掺入增多,促进了凝胶的生成,地聚物结构更加致密,有利于强度的发展.标准养护28 d后,各因素对地聚物抗压强度的影响程度从大到小依次为:矿渣掺量、碱当量、水灰比和水玻璃模数.矿渣掺量为 0.5,碱当量为 0.07,水灰比为0.36,水玻璃模数为1.6时,地聚物的抗压强度最高,达到78.84 MPa.
Mechanical Properties of Alkali-Activated Slag-Fly Ash Geopolymers
In order to respond to the national strategy of energy saving and emission reduction and improve the comprehensive utilization rate of industrial waste,the influence of slag content,alkali equivalent,sodium silicate modulus,and water-cement ratio on the compressive strength of slag-fly ash geopolymers was investigated by single variable and orthogonal experiment method.The compressive strength of geopolymers was analyzed by combining XRD,SEM,and porosity.The results show that the gel formation is promoted with the increase in slag content,and the structure of geopolymers is more compact,which is conducive to the development of strength.After 28 days of standard curing,the influence of various factors on the compressive strength of geopolymers in descending order is as follows:slag content,alkali equivalent,water-cement ratio,and sodium silicate modulus.When the slag content,alkali equivalent,water-cement ratio,and sodium silicate modulus are 0.5,0.07,0.36,and 1.6,the compressive strength of geopolymers is the highest,reaching 78.84 MPa.

slaggeopolymercompressive strengthmicrostructureorthogonal experiment

刘扬、王集昭、鲁乃唯、王柏文

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长沙理工大学 土木工程学院,湖南 长沙 410114

矿渣 地聚物 抗压强度 微观结构 正交试验

2024

中外公路
长沙理工大学

中外公路

CSTPCD
影响因子:0.626
ISSN:1671-2579
年,卷(期):2024.44(6)