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再生微粉泡沫混凝土的配合比设计
Mix Proportion Design of Foamed Concrete with Recycled Micropowder
2022年第7期
再生微粉;正交试验;泡沫混凝土;功效系数法;配合比设计;抗压强度;微观分析
Recycled micropowder; Orthogonal test; Foamed concrete; Efficacy coefficient method; Mix proportion design; Compressive strength; Microscopic analysis
2022年第7期
10.19761/j.1000-4637.2022.07.087.05
江西省教育厅科学技术研究项目(GJJ205301);南昌航空大学研究生创新专项资金项目(YC2020-095)。
谢洪阳1,董建军1,戴宜文1,邓 勇1,邓明伟2
1.南昌航空大学 土木建筑学院,江西 南昌 330063;2.江西建设职业技术学院,江西 南昌 330200

谢洪阳1,董建军1,戴宜文1,邓 勇1,邓明伟2

谢洪阳,董建军,戴宜文,等.再生微粉泡沫混凝土的配合比设计[J].混凝土与水泥制品,2022(7):87-91.

XIE H Y,DONG J J,DAI Y W,et al.Mix Proportion Design of Foamed Concrete with Recycled Micropowder[J].China Concrete and Cement Products,2022(7):87-91.

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摘   要:通过正交试验研究了气泡群掺量、再生微粉掺量、水料比和羟丙基甲基纤维素醚(HPMC)掺量对再生微粉泡沫混凝土性能的影响,并结合功效系数法确定了再生微粉泡沫混凝土的最优配合比。采用SEM和XRD探究了再生微粉泡沫混凝土的微观结构。结果表明:再生微粉泡沫混凝土的抗压强度随着气泡群掺量、再生微粉掺量的增加呈下降趋势,随着水料比的增加呈先上升后下降的趋势,随着HPMC掺量的增加呈上升趋势;再生微粉泡沫混凝土的最优配合比为气泡群掺量4%、再生微粉掺量30%、水料比0.6、HPMC掺量0.07%;再生微粉泡沫混凝土抗压强度的提升主要归因于孔隙细化和HPMC减少了连通孔的产生。 Abstract: The effects of bubbles content, recycled micropowder content, water-material ratio and HPMC content on the properties of foamed concrete with recycled micropowder were studied by orthogonal test, and the optimal mix proportion was determined combined with the efficacy coefficient method. The microstructure of foamed concrete with recycled micropowder was investigated by SEM and XRD. The results show that the compressive strength of foamed concrete with recycled micropowder decreases with the increase of the content of bubbles and recycled micropowder, increases first and then decreases with the increase of the water-material ratio, and increases with the increase of the content of HPMC. The optimal mix proportion of foamed concrete with recycled micropowder is 4% of bubbles, 30% of recycled micropowder, 0.6 of water-material ratio and 0.07% of HPMC. The improvement of the compressive strength of foamed concrete with recycled micropowder is mainly attributed to the pore refinement and HPMC reducing the generation of connected pores.
英文名 : Mix Proportion Design of Foamed Concrete with Recycled Micropowder
刊期 : 2022年第7期
关键词 : 再生微粉;正交试验;泡沫混凝土;功效系数法;配合比设计;抗压强度;微观分析
Key words : Recycled micropowder; Orthogonal test; Foamed concrete; Efficacy coefficient method; Mix proportion design; Compressive strength; Microscopic analysis
刊期 : 2022年第7期
DOI : 10.19761/j.1000-4637.2022.07.087.05
文章编号 :
基金项目 : 江西省教育厅科学技术研究项目(GJJ205301);南昌航空大学研究生创新专项资金项目(YC2020-095)。
作者 : 谢洪阳1,董建军1,戴宜文1,邓 勇1,邓明伟2
单位 : 1.南昌航空大学 土木建筑学院,江西 南昌 330063;2.江西建设职业技术学院,江西 南昌 330200

谢洪阳1,董建军1,戴宜文1,邓 勇1,邓明伟2

谢洪阳,董建军,戴宜文,等.再生微粉泡沫混凝土的配合比设计[J].混凝土与水泥制品,2022(7):87-91.

XIE H Y,DONG J J,DAI Y W,et al.Mix Proportion Design of Foamed Concrete with Recycled Micropowder[J].China Concrete and Cement Products,2022(7):87-91.

摘要
参数
结论
参考文献
引用本文

摘   要:通过正交试验研究了气泡群掺量、再生微粉掺量、水料比和羟丙基甲基纤维素醚(HPMC)掺量对再生微粉泡沫混凝土性能的影响,并结合功效系数法确定了再生微粉泡沫混凝土的最优配合比。采用SEM和XRD探究了再生微粉泡沫混凝土的微观结构。结果表明:再生微粉泡沫混凝土的抗压强度随着气泡群掺量、再生微粉掺量的增加呈下降趋势,随着水料比的增加呈先上升后下降的趋势,随着HPMC掺量的增加呈上升趋势;再生微粉泡沫混凝土的最优配合比为气泡群掺量4%、再生微粉掺量30%、水料比0.6、HPMC掺量0.07%;再生微粉泡沫混凝土抗压强度的提升主要归因于孔隙细化和HPMC减少了连通孔的产生。

Abstract: The effects of bubbles content, recycled micropowder content, water-material ratio and HPMC content on the properties of foamed concrete with recycled micropowder were studied by orthogonal test, and the optimal mix proportion was determined combined with the efficacy coefficient method. The microstructure of foamed concrete with recycled micropowder was investigated by SEM and XRD. The results show that the compressive strength of foamed concrete with recycled micropowder decreases with the increase of the content of bubbles and recycled micropowder, increases first and then decreases with the increase of the water-material ratio, and increases with the increase of the content of HPMC. The optimal mix proportion of foamed concrete with recycled micropowder is 4% of bubbles, 30% of recycled micropowder, 0.6 of water-material ratio and 0.07% of HPMC. The improvement of the compressive strength of foamed concrete with recycled micropowder is mainly attributed to the pore refinement and HPMC reducing the generation of connected pores.

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(1)各因素对再生微粉泡沫混凝土抗压强度的影响顺序大小为:气泡群掺量>再生微粉掺量>水料比>HPMC掺量。随着气泡群掺量和再生微粉掺量的增加,试件的抗压强度降低;随着水料比的增加,试件的抗压强度先上升后下降;随着HPMC掺量的增加,试件的抗压强度增大,但增幅不大。
(2)再生微粉泡沫混凝土的最优配合比为:气泡群掺量4%、再生微粉掺量30%、水料比0.6、HPMC掺量0.07%。
(3)微观分析结果表明,再生微粉泡沫混凝土抗压强度的提升主要归因于两个方面:一是再生微粉的掺入填充了孔隙,提高了混凝土基体的密实度;二是HPMC的掺入减少了气泡群在试件制备过程中的破坏,减少了连通孔的产生。

[1] 张肖明,黄沛增,崔庆怡.建筑垃圾再生微粉泡沫混凝土性能研究[J].混凝土与水泥制品,2020(5):96-98.
[2] 张松,李如燕,董祥,等.再生微粉有效代替水泥制备泡沫混凝土[J].硅酸盐通报,2018,37(9):2948-2953.
[3] 潘晓冰,李静.泡沫混凝土的特性和应用及未来发展趋势[J].混凝土与水泥制品,2020(6):98-102.
[4] 孙婧,王宏,陈静,等.原状粉煤灰-铁尾矿泡沫混凝土的性能研究[J].混凝土与水泥制品,2021(5):100-104.
[5] 魏向明,董超,冯竟竟,等.双掺粉煤灰矿渣泡沫混凝土性能试验研究[J].混凝土与水泥制品,2019(7):63-66.
[6] 胡艳丽,郝晋高,赵向敏,等.泡沫轻质混凝土性能与孔结构关系研究[J].南京理工大学学报,2019,43(3):363-366.
[7] 李方贤,余其俊,罗云峰,等.泡沫混凝土气孔结构数学表征及其分析[J].西南交通大学学报,2018,53(6):1205-1210.
[8] 李群杰,欧阳东,赵倩,等.城市垃圾熔融残渣对泡沫混凝土性能的影响[J].混凝土与水泥制品,2021(11):90-93.
[9] 郭峻驿,闫亚杰.大掺量粉煤灰微珠泡沫混凝土试验研究[J].新型建筑材料,2019,46(1):79-81.
[10] CHANDNI T J,ANAND K B.Utilization of Recycled Waste as Filler in Foam Concrete[J].Journal of Building Engineering,2018,19:154-160.
[11] SOON-CHING N,KAW-SAI L.Thermal Conductivity of Newspaper Sandwiched Aerated Lightweight Concrete Panel[J].Energy and Buildings,2010,42(12):2452-2456.
[12] BENAZZOUK A,DOUZANE O,MEZREB K,et al.Thermal Conductivity of Cement Composites Containing Rubber Waste Particles: Experimental Study and Modelling[J].Construction and Building Materials,2008,22(4):573-579.
[13] 王选富,安竹石,谢涛,等.建筑垃圾再生泡沫混凝土研究[J].施工技术,2018,47(S2):45-48.
[14] 常泽坤,岳强,刘福胜,等.陶粒泡沫混凝土配合比设计及保温性能模拟研究[J].新型建筑材料,2017,44(12):16-18,22.
[15] 李十泉,陆正华,张亮,等.泡沫混凝土改性试验与分析[J].混凝土与水泥制品,2020(7):67-67,82.
[16] YASEEN Z M,DEO R C, HILAL A,et al.Predicting Compressive Strength of Lightweight Foamed Concrete Using Extreme Learning Machine Model[J].Advances in Engineering Software,2018,115:112-125.
[17] 张萌,骆文进.混杂纤维轻骨料混凝土力学性能试验研究[J].混凝土与水泥制品,2021(5):48-52.
[18] 吴博,赵法锁,吴韶艳.基于组合赋权-功效系数法的黄土边坡稳定性评价[J].灾害学,2020,35(2):34-38.

谢洪阳,董建军,戴宜文,.再生微粉泡沫混凝土的配合比设计[J].混凝土与水泥制品,2022(7):87-91.

XIE H Y,DONG J J,DAI Y W,et al.Mix Proportion Design of Foamed Concrete with Recycled Micropowder[J].China Concrete and Cement Products,2022(7):87-91.

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