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基于不同发泡剂种类与掺量的发泡活性粉末混凝土性能研究

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为探究发泡活性粉末混凝土在过碳酸钠、铝粉、缓释发泡剂3种发泡剂的不同掺量条件下对其力学性能、热工性能及耐久性能的影响,在基础配合比保持不变的情况下,分别以4%~6%过碳酸钠掺量、0.05%~1.50%铝粉掺量及1%~2%缓释发泡剂掺量为参数展开试验研究.结果表明:发泡活性粉末混凝土的干密度、导热系数、抗压强度、抗折强度随着发泡剂掺量的增加逐渐降低;掺入缓释发泡剂的发泡活性粉末混凝土力学性能、热工性能最优;缓释发泡剂的掺量为1.5%时,发泡活性粉末混凝土干密度为1 381 kg/m3,导热系数为0.078 W/(m·K),28 d抗压、抗折强度分别为13.97 MPa和4.88 MPa,抗冻性最好,电通量为505.4 C.提出的最优配合比可为发泡活性粉末混凝土在外围护墙板中的应用提供参考.
Study on the performance of foaming reactive powder concrete based on different types and dosage of foaming agent
The influence of varying dosages of three foaming agents(sodium percarbonate,aluminum powder,and slow-release foaming agent)on the mechanical properties,thermal properties,and durability of foaming reactive powder concrete is investigated through experimental while maintaining a constant basic mix ratio.The dosages tested were from 4%to 6%for sodium percarbonate,from 0.05%to 1.50%for aluminum powder,and from 1%to 2%for slow-release foaming agent,respectively.The findings indicate that the dry density,thermal conductivity,compressive strength,and flexural strength of foamed concrete decrease as the dosage of foaming agents increases.It is determined that the mechanical and thermal properties of foaming reactive powder concrete mixing with a slow-release foaming agent are optimal.Specifically,at a dosage of 1.5%for the slow-release foaming agent,the dry density of the foaming reactive powder concrete is 1 381 kg/m3,the thermal conductivity is 0.078 W/(m·K),and the compressive and flexural strengths are 13.97 MPa and 4.88 MPa after 28 days,respectively.This mixture also exhibited the best frost resistance and an electrical flux of 505.4 C.The mentioned optimal mix ratio is reference index for the utilization of the foaming reactive powder concrete in external wall panels.

foaming reactive powder concretefoaming agentmechanical performancethermal performancedurability

张信龙、王学历、王栋民、李晓慧、王全、梁峰、陈勇

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中国建筑东北设计研究院有限公司,辽宁沈阳 110000

哈尔滨工业大学 结构工程灾变与控制教育部重点实验室,黑龙江 哈尔滨 150090

中国矿业大学(北京)化学与环境工程学院,北京 100083

辽宁石油化工大学环境与安全工程学院,辽宁抚顺 113005

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发泡活性粉末混凝土 发泡剂 力学性能 热工性能 耐久性

2024

混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
年,卷(期):2024.(11)