再生微粉泡沫保温材料的制备及性能研究

硅酸盐通报 ›› 2023, Vol. 42 ›› Issue (1): 222-230.

所属专题：资源综合利用

再生微粉泡沫保温材料的制备及性能研究

姚田帅^1,2,3, 田青^1,2,3, 张苗^1,2, 祁帅^1,2, 王成^1,2, 许鸽龙^1,2, 蔡基伟^1,2

1.河南大学土木建筑学院,开封 475004;
2.绿色建筑材料国家重点实验室,北京 100024;
3.安徽省建设领域碳达峰碳中和战略研究院,合肥 230601

收稿日期:2022-08-21 修订日期:2022-09-29 出版日期:2023-01-15 发布日期:2023-02-15
通信作者: 田青,副教授。E-mail:tqkele@126.com
作者简介:姚田帅(1998—),男,硕士研究生。主要从事固废资源化利用等方面研究。E-mail:yaotsxtt@126.com
基金资助:
绿色建筑材料国家重点实验室开放基金(2021GBM01);河南省高等学校重点科研项目计划(22B560002);安徽省建设领域碳达峰碳中和战略研究院开放课题(AHSTY-2022-02)

Preparation and Properties of Foam Insulation Material with Recycled Powder

YAO Tianshuai^1,2,3, TIAN Qing^1,2,3, ZHANG Miao^1,2, QI Shuai^1,2, WANG Cheng^1,2, XU Gelong^1,2, CAI Jiwei^1,2

1. School of Civil Engineering and Architecture, Henan University, Kaifeng 475004, China;
2. State Key Laboratory of Green Building Materials, Beijing 100024, China;
3. Anhui Institute of Strategic Study of Carbon Emissions Peak and Carbon Neutrality in Urban-Rural Development, Hefei 230601, China

Received:2022-08-21 Revised:2022-09-29 Online:2023-01-15 Published:2023-02-15

摘要/Abstract

摘要： 采用湿泡沫拌合法以再生微粉(RP)为主要原料制备了泡沫保温材料,通过测量泡沫的稳定时间、浆体的流动特性与凝结过程,结合试件的抗压强度、干密度、孔隙率以及导热系数等指标,探讨了浆体组成对泡沫存活状态的影响规律以及RP的最大掺量。结果表明:泡沫的稳定性与浆体的黏度、凝结过程存在适宜的匹配状态,当水固比为0.80、浆体黏度为1.7 Pa·s左右、终凝时间小于30 min时,预制泡沫具有较好的存活状态;RP的最大掺量可达70%,所制备泡沫保温材料的抗压强度为1.15 MPa,导热系数为0.118 W/(m·K),符合JG/T 266—2011泡沫混凝土标准A06等级要求。

关键词: 再生微粉, 泡沫保温材料, 废弃混凝土, 孔径分布, 抗压强度, 导热系数

Abstract: Foam insulation material was prepared by recycled powder (RP) using wet foam mixing method. The effect of slurry composition on foam survival state was discussed by measuring foam stability time, slurry setting process, compressive strength, dry density, porosity and thermal conductivity. The maximum content of RP was also investigated. The results show that there is a suitable matching state between the stability of foam and the viscosity and setting process of slurry. The preformed foam has a good survival state when the water to solid ratio is 0.80, the viscosity of slurry is about 1.7 Pa·s, and the final setting time of slurry is less than 30 min. The maximum content of RP can reach 70%. The compressive strength of prepared foam insulation material is 1.15 MPa, and the thermal conductivity is 0.118 W/(m·K), which meet the requirements of JG/T 266—2011 foam concrete standard A06 grade.

Key words: recycled powder, foam insulation material, waste concrete, pore size distribution, compressive strength, thermal conductivity

中图分类号:

TU528.42

姚田帅, 田青, 张苗, 祁帅, 王成, 许鸽龙, 蔡基伟. 再生微粉泡沫保温材料的制备及性能研究[J]. 硅酸盐通报, 2023, 42(1): 222-230.

YAO Tianshuai, TIAN Qing, ZHANG Miao, QI Shuai, WANG Cheng, XU Gelong, CAI Jiwei. Preparation and Properties of Foam Insulation Material with Recycled Powder[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2023, 42(1): 222-230.

参考文献

[1] 吴子豪,王武祥,刘晓通,等.硅灰对超轻水泥基复合保温材料性能的影响[J].硅酸盐通报,2021,40(12):4030-4036.
WU Z H, WANG W X, LIU X T, et al. Effect of silica fume on properties of ultra-light cement-based composite thermal insulation materials[J]. Bulletin of the Chinese Ceramic Society, 2021, 40(12): 4030-4036 (in Chinese).
[2] XIE H Y, DONG J J, DENG Y, et al. Proportioning design of foamed concrete mixed with recycled micro-powder of construction waste[J]. Architecture Engineering and Science, 2021, 2(3): 40-51.
[3] CHUNG S Y, KIM J S, HAN T S, et al. Characterization of foamed concrete with different additives using multi-scale micro-computed tomography[J]. Construction and Building Materials, 2022, 319: 125953.
[4] 付勇,薛翠真,何江红,等.混凝土再生微粉颗粒特征及其砂浆性能研究[J].材料导报,2022,36(10):98-103.
FU Y, XUE C Z, HE J H, et al. Study on the particle characteristics of recycled concrete powder and the performance of mortar[J]. Materials Reports, 2022, 36(10): 98-103 (in Chinese).
[5] 陈雪,李秋义,杨向宁,等.再生微粉的性能及应用[J].青岛理工大学学报,2013,34(3):17-21.
CHEN X, LI Q Y, YANG X N, et al. Properties and application of recycled fine powder[J]. Journal of Qingdao Technological University, 2013, 34(3): 17-21 (in Chinese).
[6] 侯景鹏,史巍,宋玉普.再生混凝土技术的研究开发与应用推广[J].建筑技术,2002,33(1):15-17.
HOU J P, SHI W, SONG Y P. Development and application promoting of recycled concrete[J]. Architecture Technology, 2002, 33(1): 15-17 (in Chinese).
[7] 胡曙光,何永佳.利用废弃混凝土制备再生胶凝材料[J].硅酸盐学报,2007,35(5):593-599.
HU S G, HE Y J. Preparation of regenerated binding material using waste concrete[J]. Journal of the Chinese Ceramic Society, 2007, 35(5): 593-599 (in Chinese).
[8] 周长顺,吉红波,赵丽颖.再生微粉在水泥基材料中的应用与研究进展[J].硅酸盐通报,2019,38(8):2456-2463.
ZHOU C S, JI H B, ZHAO L Y. Application and research progress of recycled micro-powders in cement-based materials[J]. Bulletin of the Chinese Ceramic Society, 2019, 38(8): 2456-2463 (in Chinese).
[9] BONAVETTI V L, RAHHAL V F, IRASSAR E F. Studies on the carboaluminate formation in limestone filler-blended cements[J]. Cement and Concrete Research, 2001, 31(6): 853-859.
[10] ROBAYO-SALAZAR R A, RIVERA J F, MEJÍA DE GUTIÉRREZ R. Alkali-activated building materials made with recycled construction and demolition wastes[J]. Construction and Building Materials, 2017, 149: 130-138.
[11] HUO W W, ZHU Z D, CHEN W, et al. Effect of synthesis parameters on the development of unconfined compressive strength of recycled waste concrete powder-based geopolymers[J]. Construction and Building Materials, 2021, 292: 123264.
[12] CASTELLOTE M, ALONSO C, ANDRADE C, et al. Composition and microstructural changes of cement pastes upon heating, as studied by neutron diffraction[J]. Cement and Concrete Research, 2004, 34(9): 1633-1644.
[13] FLOREA M V A, NING Z, BROUWERS H J H. Activation of liberated concrete fines and their application in mortars[J]. Construction and Building Materials, 2014, 50: 1-12.
[14] 刘超,胡天峰,刘化威,等.再生复合微粉对混凝土力学性能及微观结构的影响[J].建筑材料学报,2021,24(4):726-735.
LIU C, HU T F, LIU H W, et al. Effect of recycled composite micro-powder on mechanical properties and microstructure of concrete[J]. Journal of Building Materials, 2021, 24(4): 726-735 (in Chinese).
[15] 刘栋,张鹏宇,刘彤,等.建筑垃圾中再生微粉材性表征及潜在活性的激发[J].硅酸盐通报,2016,35(8):2635-2641.
LIU D, ZHANG P Y, LIU T, et al. Material properties characterization and the excitation of potential activity on construction waste recycled powder[J]. Bulletin of the Chinese Ceramic Society, 2016, 35(8): 2635-2641 (in Chinese).
[16] 王中平,赵亚婷,徐玲琳.不同养护温度下硫铝酸盐水泥的水化特性[J].华南理工大学学报(自然科学版),2018,46(7):30-38+46.
WANG Z P, ZHAO Y T, XU L L. Hydration features of calcium sulfoaluminate cement at different curing temperature[J]. Journal of South China University of Technology (Natural Science Edition), 2018, 46(7): 30-38+46 (in Chinese).
[17] 杨清.超轻泡沫混凝土的性能及结构调控[D].济南:济南大学,2020.
YANG Q. Performance and structure control of ultra-light foamed concrete[D]. Jinan: University of Jinan, 2020 (in Chinese).
[18] 王发洲,刘志超,胡曙光,等.掺沥青乳液水泥体系的凝结时间对CA砂浆性能的影响[J].建筑材料学报,2008,11(2):162-166.
WANG F Z, LIU Z C, HU S G, et al. Influence of setting process of cement system in the presence of asphalt emulsion on the properties of CA mortar[J]. Journal of Building Materials, 2008, 11(2): 162-166 (in Chinese).
[19] KRIEGER I M, DOUGHERTY T J. A mechanism for non-Newtonian flow in suspensions of rigid spheres[J]. Transactions of the Society of Rheology, 1959, 3(1): 137-152.
[20] SHE W, ZHENG Z H, ZHANG Q C, et al. Predesigning matrix-directed super-hydrophobization and hierarchical strengthening of cement foam[J]. Cement and Concrete Research, 2020, 131: 106029.
[21] ZHANG X Z, YANG Q, SHI Y Y, et al. Effects of different control methods on the mechanical and thermal properties of ultra-light foamed concrete[J]. Construction and Building Materials, 2020, 262: 120082.
[22] PELLETIER-CHAIGNAT L, WINNEFELD F, LOTHENBACH B, et al. Beneficial use of limestone filler with calcium sulphoaluminate cement[J]. Construction and Building Materials, 2012, 26(1): 619-627.
[23] 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.
HU Y L, HAO J G, ZHAO X M, et al. Relationship between properties and pore structure of foamed lightweight concrete[J]. Journal of Nanjing University of Science and Technology, 2019, 43(3): 363-366 (in Chinese).
[24] BOUVET A, GHORBEL E, BENNACER R. The mini-conical slump flow test: analysis and numerical study[J]. Cement and Concrete Research, 2010, 40(10): 1517-1523.
[25] 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.
ZHANG X M, HUANG P Z, CUI Q Y. Study on performance of foam concrete with recycled micro powder from construction waste[J]. China Concrete and Cement Products, 2020(5): 96-98 (in Chinese).
[26] 倪彤元,马文斌,杨杨,等.水泥-淤泥焚烧灰复合胶凝材料的抗压强度与流动性[J].建筑材料学报,2022(7):677-685.
NI T Y, MA W B, YANG Y, et al. Compressive strength and fluidity of cement-sludge incineration ash composite cementitious materials[J]. Journal of Building Materials, 2022(7): 677-685 (in Chinese).
[27] 宋强,张鹏,鲍玖文,等.泡沫混凝土的研究进展与应用[J].硅酸盐学报,2021,49(2):398-410.
SONG Q, ZHANG P, BAO J W, et al. Research progress and application of foam concrete[J]. Journal of the Chinese Ceramic Society, 2021, 49(2): 398-410 (in Chinese).
[28] VOORHEES P W. The theory of Ostwald ripening[J]. Journal of Statistical Physics, 1985, 38(1/2): 231-252.
[29] JUST A, MIDDENDORF B. Microstructure of high-strength foam concrete[J]. Materials Characterization, 2009, 60(7): 741-748.
[30] 刘泽平,王传林,张宇轩,等.海水和矿物掺合料对硫铝酸盐水泥砂浆性能的影响[J].硅酸盐通报,2022,41(4):1245-1255.
LIU Z P, WANG C L, ZHANG Y X, et al. Effects of sea water and mineral admixture on properties of sulphoaluminate cement mortar[J]. Bulletin of the Chinese Ceramic Society, 2022, 41(4): 1245-1255 (in Chinese).

再生微粉泡沫保温材料的制备及性能研究

Preparation and Properties of Foam Insulation Material with Recycled Powder

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