泡沫混凝土复配发泡剂配合比试验研究_《混凝土与水泥制品》杂志社

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发布时间：2020-01-06 00:00:00

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泡沫混凝土复配发泡剂配合比试验研究

Experimental Study on Mix Proportion of Foam Concrete Mixed with Foaming Agent

2022年第12期

泡沫混凝土；发泡剂；稳泡剂；稀释倍率；发泡效果；稳泡能力；正交试验

Foam concrete; Foaming agent; Foam stabilizing agent; Dilution ratio; Foaming effect; Foam stability; Orthogonal test

2022年第12期

10.19761/j.1000-4637.2022.12.067.05

宁夏大学新华学院科学研究基金项目资助项目（21XHKY10）。

孙迪1，陶子程1，马杨2，吴学红3，潘鹏飞1，杜俊松1，陈明秀1，杨建平1

1.宁夏大学新华学院，宁夏银川 750021；2.银川市综合执法监督局，宁夏银川 750001；3.银川市第一建筑工程有限公司，宁夏银川 750001

孙迪1，陶子程1，马杨2，吴学红3，潘鹏飞1，杜俊松1，陈明秀1，杨建平1

浏览量:

1000

摘要：通过试验确定了不同发泡剂（阴离子型表面活性剂F01、非离子型表面活性剂F02、表面活性剂F03、蛋白质发泡剂F04、表面活性剂F05）和稳泡剂W01的最佳稀释倍率范围，从而优选出了合适的发泡剂类型。基于此，通过正交试验研究了发泡剂和稳泡剂的稀释倍率对发泡效果和稳泡能力的影响，得到了不同发泡剂与稳泡剂的最佳稀释倍率，并给出了最佳复配比例。结果表明：发泡剂F02、F03、F04和稳泡剂W01的最佳稀释倍率分别为70、80、120和150，最佳复配比例（质量比）为14.3∶12.5∶8.3∶6.7。 Abstract: The optimal dilution ratio range of different foaming agents (anionic surfactant F01, non-ionic surfactant F02, surfactant F03, protein foaming agent F04, surfactant F05) and foam stabilizing agent W01 was determined through experiments, and the appropriate type of foaming agents was selected. Based on this, the influence of the dilution ratio of foaming agents and foam stabilizing agent on the foaming effect and foam stability was studied through orthogonal test, and the optimal dilution ratio of different foaming agents and foam stabilizing agent was obtained, and the optimal compounding ratio was given. The results show that the optimal dilution ratios of foaming agent F02, F03, F04 and foam stabilizing agent W01 are 70, 80, 120 and 150 respectively, and the optimal compounding ratio (mass ratio) is 14.3∶12.5∶8.3∶6.7.

英文名 : Experimental Study on Mix Proportion of Foam Concrete Mixed with Foaming Agent

刊期 : 2022年第12期

关键词 : 泡沫混凝土；发泡剂；稳泡剂；稀释倍率；发泡效果；稳泡能力；正交试验

Key words : Foam concrete; Foaming agent; Foam stabilizing agent; Dilution ratio; Foaming effect; Foam stability; Orthogonal test

刊期 : 2022年第12期

DOI : 10.19761/j.1000-4637.2022.12.067.05

文章编号 :

基金项目 : 宁夏大学新华学院科学研究基金项目资助项目（21XHKY10）。

作者 : 孙迪1，陶子程1，马杨2，吴学红3，潘鹏飞1，杜俊松1，陈明秀1，杨建平1

单位 : 1.宁夏大学新华学院，宁夏银川 750021；2.银川市综合执法监督局，宁夏银川 750001；3.银川市第一建筑工程有限公司，宁夏银川 750001

孙迪1，陶子程1，马杨2，吴学红3，潘鹏飞1，杜俊松1，陈明秀1，杨建平1

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摘要

参数

结论

参考文献

引用本文

Abstract: The optimal dilution ratio range of different foaming agents (anionic surfactant F01, non-ionic surfactant F02, surfactant F03, protein foaming agent F04, surfactant F05) and foam stabilizing agent W01 was determined through experiments, and the appropriate type of foaming agents was selected. Based on this, the influence of the dilution ratio of foaming agents and foam stabilizing agent on the foaming effect and foam stability was studied through orthogonal test, and the optimal dilution ratio of different foaming agents and foam stabilizing agent was obtained, and the optimal compounding ratio was given. The results show that the optimal dilution ratios of foaming agent F02, F03, F04 and foam stabilizing agent W01 are 70, 80, 120 and 150 respectively, and the optimal compounding ratio (mass ratio) is 14.3∶12.5∶8.3∶6.7.

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[1] AMRAN Y H M,FARZADNIA N,ALI A A A.Properties and Applications of Foamed Concrete: A Review[J].Construction and Building Materials,2015,101:990-1005.
[2] RAMAMURTHY K,NAMBIAR E K K,RANJANI G I S,et al.A Classification of Studies on Properties of Foam Concrete[J].Cement and Concrete Composites,2009,31(6):388-396.
[3] RAJ A,SATHYAN D,MINI K M.Physical and Functional Characteristics of Foam Concrete: A Review[J].Construction and Building Materials,2019,221:787-799.
[4] SHE W,DU Y,MIAO C W,et al.Application of Organic-and Nanoparticle-modified Foams in Foamed Concrete: Reinforcement and Stabilization Mechanisms[J].Cement and Concrete Research,2018,106:12-22.
[5] LI P W,WU H J,LIU Y C,et al.Preparation and Optimization of Ultra-light and Thermal Insulative Aerogel Foam Concrete[J].Construction and Building Materials,2019,205:529-542.
[6] 袁楠,霍卫星,罗京,等.轻质混凝土技术问题综述[J].混凝土与水泥制品,2021(4):27-31.
[7] 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.
[8] 张巨松,王才智,黄灵玺,等.泡沫混凝土[M].哈尔滨:哈尔滨工业大学出版社,2016.
[9] 张文华,杨冯皓,吕毓静,等.泡沫混凝土的稳泡措施和机理研究进展[J].硅酸盐学报,2021,49(10):2266-2275.
[10] 褚会超,吕宪俊,张燕,等.降低泡沫混凝土吸水率的研究现状及展望[J].硅酸盐通报,2016,35(9):2852-2859.
[11] 李猛,黄寅生,张少波,等.泡沫混凝土的研究进展及展望[J].材料导报,2016,30(S1):402-405.
[12] 刘超,苏敦磊,于琦,等.泡沫混凝土研究综述[J].建设科技,2018(19):45-48.
[13] 杨俊,杨鼎宜,王武祥,等.超轻泡沫混凝土结构断层成因及抑制措施研究[J].混凝土与水泥制品,2021(10):62-66.
[14] 唐虹.泡沫混凝土在现代建筑中的应用[J].贵州工业大学学报,2005(3):23-25.
[15] 赵武胜,陈卫忠,谭贤君,等.高性能泡沫混凝土隧道隔震材料研究[J].岩土工程学报,2013,35(8):1544-1552．
[16] 张萌,田清波,徐丽娜,等.发泡水泥的研究现状及展望[J].硅酸盐通报,2014,33(10):2547-2551.
[17] 刘召超.多元矿物掺合料对泡沫混凝土性能影响研究[J].混凝土与水泥制品,2021(8):1-4.
[18] 李中华,杨盼,李蕊竹.复合发泡剂配制及应用性能研究[J].低温建筑技术,2014(7):8-12.
[19] 石行波,霍冀川,李娴,等.动物蛋白发泡剂制备泡沫混凝土的研究[J].硅酸盐通报,2009,28(3):609-612,623.
[20] 史星祥.蛋白质型发泡剂的制备及其对泡沫混凝土性能的影响[J].混凝土与水泥制品,2013(11):23-28.
[21] JONES M Ｒ,MCCARTHY A.Heat of Hydration in Foamed Concrete Effect of Mix Consituents[J].Cement and Concrete Ｒeaserch,2006,36:1032-1035.
[22] 孙成才,霍冀川,刘才林,等.混凝土发泡剂的复配研究[J].宁夏工程技术,2007,6(2):127-132.

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泡沫混凝土复配发泡剂配合比试验研究

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