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原状超细粉煤灰形态及其水泥浆体的流变性能 被引量:11

Morphological characteristics of original ultrafine fly ash particles and rheological properties of fly ash-cement slurry
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摘要 对电厂收尘原状粉煤灰(超细灰和I级灰)进行扫描电镜(SEM)和激光粒度测试分析,获得其颗粒形态特征,推荐超细粉煤灰粒径分布测试方法,开展其对粉煤灰-水泥浆体流变性能影响研究.结果表明:超细粉煤灰成规则的球状微珠结构,表面光滑,中位径为1.41μm,比表面积达2 151 m^2/kg,无水乙醇介质湿法+超声制样激光粒度测试与SEM表征符合;随着粉煤灰取代量的增加,I级粉煤灰-水泥浆体流变曲线适用Bingham流变模型,超细粉煤灰-水泥浆体流变曲线先适用Bingham流变模型,在取代量达到60%后宜采用Herschel-Bulkley流变模型;随着粉煤灰取代量的增加,粉煤灰颗粒形态对流变参数的影响显著,且超细粉煤灰对塑性黏度的影响规律与I级粉煤灰相反;超细粉煤灰-水泥浆体的黏度恢复的比例低于I级粉煤灰,利于浆体在拌和或扰动下的流动性改善. The electron microscope scanning(EMS) and lazer particle size analyzer were used to analyze the particle morphology of two kinds of original fly ash(ultrafine fly ash and grade-I fly ash) collected from a power plant.On this basis,a sample preparation method for particle size distribution test was proposed.Then,the rheological properties of two kinds of fly ash-cement slurry were studied.Results show that the ultrafine fly ash is in the form of regular spherical micro-beads with smooth surface by the wet preparation method plus ultrasonic shaking with anhydrous ethanol as the medium,1.41 μm in median diameter and 2 151 m^2/kg in specific surface area,which is consistent with the morphological characterization obtained by EMS;with the increase of fly ash content,the rheological curve of the grade-I fly ash cement slurry can be represented by the Bingham rheological model,however,although the ultrafine fly ash cement slurry can be firstly described by the Bingham rheological model,the Herschel-Bulkley rheological model is recommended when the fly ash content reaches to 60%;with the increasing of fly ash content,the influence of the particle morphology of the fly ash becomes more significant on the rheological properties,and the influence of ultra-fine fly ash on plastic viscosity of the slurry is opposite to that of grade-I fly ash;the ultrafine fly ash cement slurry contributes better to the fluidity of the slurry under mixing or disturbance as it has lower viscosity recovery ratio than the grade-I fly ash cement slurry.
作者 何小兵 肖翔天 周超 谢培 He Xiaobing;Xiao Xiangtian;Zhou Chao;Xie Pei(School of Civil Engineering;School of Materials Science and Engineering,Chongqing Jiaotong University,Chongqing 400074,China;Luohuang Development Co.Ltd.,Huaneng Group,Chongqing 402283,China)
出处 《华中科技大学学报(自然科学版)》 EI CAS CSCD 北大核心 2018年第10期34-39,共6页 Journal of Huazhong University of Science and Technology(Natural Science Edition)
基金 中国博士后科学基金资助项目(2015M572641XB) 重庆市教委科学技术研究资助项目(KJ1500512) 山区桥梁与隧道国家重点实验室培育基地开放基金资助项目(CQSLBF-2015-12)
关键词 超细粉煤灰 颗粒形态 流变性能 初始屈服应力 塑性黏度 触变 ultrafine fly ash particle morphological characteristics rheological properties initial yield stress plastic viscosity thixotropic
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