首页|偏高岭土对泡沫混凝土物理力学性能及微观结构的影响

偏高岭土对泡沫混凝土物理力学性能及微观结构的影响

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为探究偏高岭土对泡沫混凝土的影响规律,配制干密度为 600 kg/m3 的泡沫混凝土,通过偏高岭土取代水泥不同的质量分数(6%,12%,18%,24%,30%)来研究偏高岭土对泡沫混凝土的流动度、28 天抗压抗折强度、吸水率和软化系数的影响,并采用X射线衍射和扫描电子显微镜研究偏高岭土掺量不同时物相组成、气孔结构和微观形貌结构的变化规律.试验及研究结果表明,偏高岭土能显著提高泡沫混凝土的抗压强度,对抗折强度、吸水率和软化系数都有适宜的掺量为 12%,这些都能够由物相分析和微观形貌得到相互映照和改善机理的解释.微观结构分析表明,偏高岭土有着能提高密实度、改善孔隙结构等对泡沫混凝土的积极影响.
Effect of metakaolin on physical and mechanical properties and microstructure of foamed concrete
In order to explore the influence of metakaolin on foam concrete,foamed concrete with dry density of 600 kg/m3 was prepared,The effects of metakaolin on the fluidity,28-day compressive and flexural strength,water absorption and softening coefficient of foamed concrete were studied by replacing cement with different mass fractions(6%,12%,18%,24%,30%)of metakaolin.The changes of phase composition,pore structure and microstructure were studied by X-ray diffraction and scanning electron microscopy.The test and research results show that metakaolin can significantly improve the compressive strength of foamed concrete,and the best content of flexural strength,water absorption and softening coefficient is 12%,which can be explained by the mutual reflection and improvement mechanism of phase analysis and micro morphology.Microstructure a-nalysis shows that metakaolin has a positive effect on foam concrete by improving compactness and pore struc-ture.

foam concretemetakaolinphysical and mechanical performancephase compositionappearance and structure

王新泉、孙强、李枭

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浙江大学 建筑工程学院,杭州 310058

浙大城市学院 土木工程系,杭州 310015

浙大城市学院 浙江省城市盾构隧道安全建造与智能养护重点实验室,杭州 310015

浙大城市学院 城市基础设施智能化浙江省工程研究中心,杭州 310015

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泡沫混凝土 偏高岭土 物理力学性能 物相组成 形貌结构

国家自然科学基金中国博士后科学基金贵州省公路局科研项目

522783732022M712724Y201941345

2024

功能材料
重庆材料研究院 中国仪器仪表学会仪表材料学会

功能材料

CSTPCD北大核心
影响因子:0.918
ISSN:1001-9731
年,卷(期):2024.55(3)
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