硅酸盐通报 ›› 2026, Vol. 45 ›› Issue (5): 1501-1512.DOI: 10.16552/j.cnki.issn1001-1625.2025.1015
收稿日期:2025-10-20
修订日期:2025-12-26
出版日期:2026-05-15
发布日期:2026-06-10
作者简介:庞超明(1977—),女,博士,高级工程师。主要从事土木工程材料和功能建材的研究。E-mail:pangchao@seu.edu.cn
基金资助:
PANG Chaoming1(
), LIAO Baohong1, WANG Shaohua2
Received:2025-10-20
Revised:2025-12-26
Published:2026-05-15
Online:2026-06-10
摘要:
为满足轻质建筑材料的发展需求,本文针对膨胀聚苯乙烯(EPS)颗粒亲水性差的问题,开展了一系列亲水化改性研究,并深入探讨了改性EPS颗粒对砂浆性能的影响。分别采用聚醋酸乙烯乳液(PVAc)、水玻璃(SS)、羟丙基甲基纤维素醚(HPMC)和膨润土(BT),对未发泡聚苯乙烯(PS)原粒进行单一或复合表面改性,PS原粒膨胀发泡后用于制备密度等级为1 100 和1 400 kg/m3(D11和D14)的EPS轻质砂浆,并测试了其流动性、抗压强度、吸水率、干燥收缩、导热系数、吸声/隔声性能及微观界面形貌。结果表明,对PS原粒进行改性可显著提高EPS颗粒表面的亲水性,有效改善发泡颗粒与水泥基体间的界面黏结性能,从而全面提高砂浆性能。D11和D14组砂浆的抗压强度最高分别可达10.3 MPa(增幅87.3%)和21.8 MPa(增幅61.5%),砂浆的吸水率与干燥收缩降低,最大干燥收缩降幅达44.0%(D14)~53.9%(D11)。此外,砂浆导热系数保持在0.070~0.122 W/(m·K)的低水平,具备实现自保温与结构一体化的应用潜力。
中图分类号:
庞超明, 廖宝宏, 王少华. EPS的多元改性策略及其在轻质水泥砂浆中的应用[J]. 硅酸盐通报, 2026, 45(5): 1501-1512.
PANG Chaoming, LIAO Baohong, WANG Shaohua. Multivariate Modification Strategy of EPS and Its Application in Lightweight Cement Mortar[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2026, 45(5): 1501-1512.
| Material | Mass fraction/% | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| CaO | SiO2 | Al2O3 | Fe2O3 | SO3 | MgO | K2O | Na2O | P2O5 | TiO2 | Other | Loss | |
| PC | 62.51 | 16.90 | 4.50 | 3.07 | 3.59 | 0.72 | 0.59 | 0.24 | 0.09 | 0.21 | 0.08 | 0.45 |
| FA | 8.40 | 33.30 | 26.43 | 7.87 | 1.57 | 1.88 | 0.67 | 0.32 | 0.63 | 1.05 | 0.18 | 2.50 |
表1 水泥及粉煤灰的主要化学组成
Table 1 Main chemical composition of cement and fly ash
| Material | Mass fraction/% | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| CaO | SiO2 | Al2O3 | Fe2O3 | SO3 | MgO | K2O | Na2O | P2O5 | TiO2 | Other | Loss | |
| PC | 62.51 | 16.90 | 4.50 | 3.07 | 3.59 | 0.72 | 0.59 | 0.24 | 0.09 | 0.21 | 0.08 | 0.45 |
| FA | 8.40 | 33.30 | 26.43 | 7.87 | 1.57 | 1.88 | 0.67 | 0.32 | 0.63 | 1.05 | 0.18 | 2.50 |
| Group | Mass fraction/% | |||
|---|---|---|---|---|
| PVAc | HPMC | SS | BT | |
| REF | 0 | 0 | 0 | 0 |
| PVAc | 4.0 | 0 | 0 | 0 |
| HPMC | 0 | 0.25 | 0 | 0 |
| SS | 0 | 0 | 4.0 | 0 |
| BT | 0 | 0 | 0 | 4.0 |
| PV-HP | 4.0 | 0.25 | 0 | 0 |
| PV-SS | 4.0 | 0 | 4.0 | 0 |
| PV-BT | 4.0 | 0 | 0 | 4.0 |
表2 PS原粒表面改性方案及改性剂掺量
Table 2 Surface modification scheme and modifier content of PS raw particles
| Group | Mass fraction/% | |||
|---|---|---|---|---|
| PVAc | HPMC | SS | BT | |
| REF | 0 | 0 | 0 | 0 |
| PVAc | 4.0 | 0 | 0 | 0 |
| HPMC | 0 | 0.25 | 0 | 0 |
| SS | 0 | 0 | 4.0 | 0 |
| BT | 0 | 0 | 0 | 4.0 |
| PV-HP | 4.0 | 0.25 | 0 | 0 |
| PV-SS | 4.0 | 0 | 4.0 | 0 |
| PV-BT | 4.0 | 0 | 0 | 4.0 |
| Sample | Design density/ (kg·m-3) | Mix proportion/(kg·m-3) | ||||
|---|---|---|---|---|---|---|
| PC | FA | Water | Sand | EPS | ||
| D11 | 1 100 | 325 | 139 | 162 | 464 | 9 |
| D14 | 1 400 | 415 | 178 | 207 | 593 | 7 |
表3 EPS砂浆配合比
Table 3 Mix proportion of EPS mortar
| Sample | Design density/ (kg·m-3) | Mix proportion/(kg·m-3) | ||||
|---|---|---|---|---|---|---|
| PC | FA | Water | Sand | EPS | ||
| D11 | 1 100 | 325 | 139 | 162 | 464 | 9 |
| D14 | 1 400 | 415 | 178 | 207 | 593 | 7 |
| Group | Fluidity/mm | Density/(kg·m-3) | ||
|---|---|---|---|---|
| D11 | D14 | D11 | D14 | |
| REF | 161 | 190 | 1 151 | 1 384 |
| PVAc | 165 | 200 | 1 164 | 1 444 |
| HPMC | 172 | 195 | 1 157 | 1 379 |
| SS | 169 | 192 | 1 149 | 1 456 |
| BT | 184 | 197 | 1 153 | 1 415 |
| PV-HP | 182 | 201 | 1 170 | 1 455 |
| PV-SS | 185 | 199 | 1 129 | 1 422 |
| PV-BT | 176 | 197 | 1 138 | 1 458 |
表4 不同改性剂组EPS砂浆的流动度及密度
Table 4 Fluidity and density of EPS mortar with different modifier groups
| Group | Fluidity/mm | Density/(kg·m-3) | ||
|---|---|---|---|---|
| D11 | D14 | D11 | D14 | |
| REF | 161 | 190 | 1 151 | 1 384 |
| PVAc | 165 | 200 | 1 164 | 1 444 |
| HPMC | 172 | 195 | 1 157 | 1 379 |
| SS | 169 | 192 | 1 149 | 1 456 |
| BT | 184 | 197 | 1 153 | 1 415 |
| PV-HP | 182 | 201 | 1 170 | 1 455 |
| PV-SS | 185 | 199 | 1 129 | 1 422 |
| PV-BT | 176 | 197 | 1 138 | 1 458 |
| Group | Thermal conductivity/(W·m-1·K-1) | |
|---|---|---|
| D11 | D14 | |
| REF | 0.087 | 0.122 |
| PVAc | 0.071 | 0.115 |
| HPMC | 0.070 | 0.111 |
| SS | 0.082 | 0.112 |
| BT | 0.086 | 0.120 |
| PV-HP | 0.080 | 0.115 |
| PV-SS | 0.077 | 0.115 |
| PV-BT | 0.074 | 0.113 |
表5 不同改性剂对EPS砂浆导热系数的影响
Table 5 Effects of different modifiers on EPS mortar thermal conductivity
| Group | Thermal conductivity/(W·m-1·K-1) | |
|---|---|---|
| D11 | D14 | |
| REF | 0.087 | 0.122 |
| PVAc | 0.071 | 0.115 |
| HPMC | 0.070 | 0.111 |
| SS | 0.082 | 0.112 |
| BT | 0.086 | 0.120 |
| PV-HP | 0.080 | 0.115 |
| PV-SS | 0.077 | 0.115 |
| PV-BT | 0.074 | 0.113 |
| Group | α(D11) | α(D14) | RW(D11) | RW(D14) | ||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
200~ 500 Hz | 630~ 1 600 Hz | Average | 200~ 500 Hz | 630~ 1 600 Hz | Average | 200~ 500 Hz | 630~ 1 600 Hz | Average | 200~ 500 Hz | 630~ 1 600 Hz | Average | |
| REF | 0.31 | 0.05 | 0.18 | 0.37 | 0.04 | 0.20 | 18.1 | 31.6 | 24.8 | 17.8 | 32.1 | 25.0 |
| PVAc | 0.35 | 0.09 | 0.22 | 0.44 | 0.09 | 0.26 | 15.7 | 30.7 | 23.2 | 20.8 | 36.9 | 28.9 |
| SS | 0.23 | 0.05 | 0.14 | 0.50 | 0.08 | 0.29 | 19.9 | 31.1 | 25.5 | 17.6 | 32.9 | 25.2 |
| HPMC | 0.28 | 0.06 | 0.17 | 0.43 | 0.10 | 0.27 | 18.0 | 31.6 | 24.8 | 16.1 | 34.5 | 25.3 |
| BT | 0.53 | 0.18 | 0.35 | 0.37 | 0.15 | 0.26 | 18.8 | 34.6 | 26.7 | 20.3 | 35.1 | 27.7 |
| PV-HP | 0.51 | 0.13 | 0.32 | 0.48 | 0.08 | 0.28 | 18.5 | 31.1 | 24.8 | 17.4 | 33.9 | 25.6 |
| PV-SS | 0.55 | 0.11 | 0.33 | 0.43 | 0.04 | 0.24 | 19.4 | 32.7 | 26.0 | 19.3 | 35.1 | 27.2 |
| PV-BT | 0.54 | 0.17 | 0.35 | 0.43 | 0.06 | 0.24 | 20.8 | 34.0 | 27.4 | 16.2 | 34.2 | 25.2 |
表6 EPS砂浆的吸声系数和隔声系数
Table 6 Sound absorption coefficient and sound insulation coefficient of EPS mortar
| Group | α(D11) | α(D14) | RW(D11) | RW(D14) | ||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
200~ 500 Hz | 630~ 1 600 Hz | Average | 200~ 500 Hz | 630~ 1 600 Hz | Average | 200~ 500 Hz | 630~ 1 600 Hz | Average | 200~ 500 Hz | 630~ 1 600 Hz | Average | |
| REF | 0.31 | 0.05 | 0.18 | 0.37 | 0.04 | 0.20 | 18.1 | 31.6 | 24.8 | 17.8 | 32.1 | 25.0 |
| PVAc | 0.35 | 0.09 | 0.22 | 0.44 | 0.09 | 0.26 | 15.7 | 30.7 | 23.2 | 20.8 | 36.9 | 28.9 |
| SS | 0.23 | 0.05 | 0.14 | 0.50 | 0.08 | 0.29 | 19.9 | 31.1 | 25.5 | 17.6 | 32.9 | 25.2 |
| HPMC | 0.28 | 0.06 | 0.17 | 0.43 | 0.10 | 0.27 | 18.0 | 31.6 | 24.8 | 16.1 | 34.5 | 25.3 |
| BT | 0.53 | 0.18 | 0.35 | 0.37 | 0.15 | 0.26 | 18.8 | 34.6 | 26.7 | 20.3 | 35.1 | 27.7 |
| PV-HP | 0.51 | 0.13 | 0.32 | 0.48 | 0.08 | 0.28 | 18.5 | 31.1 | 24.8 | 17.4 | 33.9 | 25.6 |
| PV-SS | 0.55 | 0.11 | 0.33 | 0.43 | 0.04 | 0.24 | 19.4 | 32.7 | 26.0 | 19.3 | 35.1 | 27.2 |
| PV-BT | 0.54 | 0.17 | 0.35 | 0.43 | 0.06 | 0.24 | 20.8 | 34.0 | 27.4 | 16.2 | 34.2 | 25.2 |
| [1] | GREER F, RAFTERY P, HORVATH A. Considerations for estimating operational greenhouse gas emissions in whole building life-cycle assessments[J]. Building and Environment, 2024, 254: 111383. |
| [2] | BIDECI A, BIDECI Ö S, ASHOUR A. Mechanical and thermal properties of lightweight concrete produced with polyester-coated pumice aggregate[J]. Construction and Building Materials, 2023, 394: 132204. |
| [3] | ALANAZI H. Study of the interfacial transition zone characteristics of geopolymer and conventional concretes[J]. Gels, 2022, 8(2): 105. |
| [4] | SAYADI A A, TAPIA J V, NEITZERT T R, et al. Effects of expanded polystyrene (EPS) particles on fire resistance, thermal conductivity and compressive strength of foamed concrete[J]. Construction and Building Materials, 2016, 112: 716-724. |
| [5] | LEI M, DENG S M, LIU Z C, et al. Understanding of EPS beads on mechanical properties and void morphology of a CO2-solidified foam concrete based on solid wastes[J]. Construction and Building Materials, 2023, 405: 133388. |
| [6] | HAGHI A K, ARABANI M, AHMADI H. Applications of expanded polystyrene (EPS) beads and polyamide-66 in civil engineering, part one: lightweight polymeric concrete[J]. Composite Interfaces, 2006, 13(4/5/6): 441-450. |
| [7] | MOHAMED Z E, AL-HADITHI A I. The effect of adding expanded polystyrene beads (EPS) on polymer-modified mortar[J]. Engineering, Technology & Applied Science Research, 2022, 12(6): 9426-9430. |
| [8] | ABD-ELAZIZ M A. Influence of silica fume incorporation on the fresh, thermal and mechanical properties of expanded polystyrene (EPS) foamed concrete[J]. American Journal of Civil Engineering, 2017, 5(3): 188. |
| [9] | CHEN B, LIU J, CHEN L Z. Experimental study of lightweight expanded polystyrene aggregate concrete containing silica fume and polypropylene fibers[J]. Journal of Shanghai Jiaotong University (Science), 2010, 15(2): 129-137. |
| [10] | SADRMOMTAZI A, SOBHANI J, MIRGOZAR M A, et al. Properties of multi-strength grade EPS concrete containing silica fume and rice husk ash[J]. Construction and Building Materials, 2012, 35: 211-219. |
| [11] | WIBOWO A P. The strength and water absorption of heated expanded polystyrene beads lightweight-concrete[J]. International Journal of GEOMATE, 2021, 21(83):150-156. |
| [12] | TANG W J, HUANG D J, QIANG X H, et al. Preparation of hydrophilic and fire-resistant phytic acid/chitosan/polydopamine-coated expanded polystyrene particles by using coating method[J]. Coatings, 2024, 14(5): 574. |
| [13] | 罗甜恬, 刘卫森, 郭英健, 等. 再生聚苯乙烯在混凝土中的应用研究综述[J]. 硅酸盐通报, 2021, 40(1): 133-145. |
| LUO T T, LIU W S, GUO Y J, et al. Review on applied research of recycled expanded polystyrene in concrete[J]. Bulletin of the Chinese Ceramic Society, 2021, 40(1): 133-145 (in Chinese). | |
| [14] | LAUKAITIS A, ŽURAUSKAS R, KERIEN≐ J. The effect of foam polystyrene granules on cement composite properties[J]. Cement and Concrete Composites, 2005, 27(1): 41-47. |
| [15] | 赵晓艳, 田稳苓, 姜忻良, 等. EVA改性EPS混凝土微观结构及性能研究[J]. 建筑材料学报, 2010, 13(2): 243-246. |
| ZHAO X Y, TIAN W L, JIANG X L, et al. Properties and microstructures of EPS lightweight concrete modified with EVA[J]. Journal of Building Materials, 2010, 13(2): 243-246 (in Chinese). | |
| [16] | WIBOWO A P, SAIDANI M. The effect of fly ash as coating powder on compressive strength of lightweight concrete[J]. Materials Today: Proceedings, 2023, 85: 29-32. |
| [17] | PANG C M, ZHANG C P, LI P J. Improvement of core-shell lightweight aggregate by modifying the cement-EPS interface[J]. Materials, 2023, 16(7): 2827. |
| [18] | FENG Y, QIN D J, ZHAO C. The synergistic strengthening effect of silane coupling agent on the interface between PVA/EPS and cement: experiment and molecular simulation[J]. Composite Interfaces, 2023, 30(1): 21-41. |
| [19] | ZHANG L W, HUANG M Y, YANG F H, et al. A novel hydrophilic modification method of EPS particles: conception design and performances in concrete[J]. Cement and Concrete Composites, 2023, 142: 105199. |
| [20] | JIN Z H, MA B G, SU Y, et al. Preparation of eco-friendly lightweight gypsum: use of beta-hemihydrate phosphogypsum and expanded polystyrene particles[J]. Construction and Building Materials, 2021, 297: 123837. |
| [21] | PRASITTISOPIN L, TERMKHAJORNKIT P, KIM Y H. Review of concrete with expanded polystyrene (EPS): performance and environmental aspects[J]. Journal of Cleaner Production, 2022, 366: 132919. |
| [22] | FENG Y, QIN D J, ZHAO C, et al. Multiscale enhancement mechanisms of EVA on EPS-cement composites[J]. Journal of Materials in Civil Engineering, 2023, 35(5): 04023102. |
| [23] | ARROSYID B H, ZULFI A, NUR’AINI S, et al. High-efficiency water filtration by electrospun expanded polystyrene waste nanofibers[J]. ACS Omega, 2023, 8(26): 23664-23672. |
| [24] | ALEKSEEVA O V, RODIONOVA A N, BAGROVSKAYA N A, et al. Bentonite filler effect on structure and properties of polystyrene-based composites[J]. Iranian Polymer Journal, 2019, 28(2): 123-133. |
| [25] | MINJU N, NAIR B N, SAVITHRI S. Sodium silicate-derived aerogels: effect of processing parameters on their applications[J]. RSC Advances, 2021, 11(25): 15301-15322. |
| [26] | OU Y G, XU L L. Effect of PVAc on shrinkage of MMA based repair materials for concrete[J]. Plastic, 2016, 45: 60-63. |
| [27] | ZHANG X, BAI L, LOU C H, et al. Fabrication and morphological evolution of inverse core/shell structural latex particles of poly(vinyl acetate)/polystyrene by maleic anhydride grafting[J]. Colloid and Polymer Science, 2016, 294(7): 1117-1128. |
| [28] | WANG Z, ZHOU Z H, FAN J Y, et al. Hydroxypropylmethylcellulose as a film and hydrogel carrier for ACP nanoprecursors to deliver biomimetic mineralization[J]. Journal of Nanobiotechnology, 2021, 19(1): 385. |
| [29] | ZHAO X Y, TIAN W L, JIANG X L, et al. Effects of vibration technology and polyvinyl acetate emulsion on microstructure and properties of expanded polystyrene lightweight concrete[J]. Transactions of Tianjin University, 2009, 15(2): 145-149. |
| [30] | KAUSAR A, HAIDER S, MUHAMMAD B. Nanocomposite based on polystyrene/polyamide blend and bentonite: morphology, thermal, and nonflammability properties[J]. Nanomaterials and Nanotechnology, 2017, 7: 184798041770278. |
| [31] | DAWOOD E T, HAMAD A J. Proportioning of lightweight concrete by the inclusions of expanded polystyrene beads (EPS) and foam agent[J]. Tikrit Journal of Engineering Sciences, 2022, 23(2): 65-73. |
| [32] | WU Y Y, PAN D W, LIU X R, et al. Effect of shell-modified EPS particles on foam geopolymer properties[J]. Journal of Building Engineering, 2024, 96: 110582. |
| [33] | HE D Y, ZHENG W K, CHEN Z L, et al. Influence of paste strength on the strength of expanded polystyrene (EPS) concrete with different densities[J]. Polymers, 2022, 14(13): 2529. |
| [34] | MAGHFOURI M, ALIMOHAMMADI V, GUPTA R, et al. Drying shrinkage properties of expanded polystyrene (EPS) lightweight aggregate concrete: a review[J]. Case Studies in Construction Materials, 2022, 16: e00919. |
| [35] | GENCEL O, BILIR T, BADEMLER Z, et al. A detailed review on foam concrete composites: ingredients, properties, and microstructure[J]. Applied Sciences, 2022, 12(11): 5752. |
| [36] | FERRÁNDIZ-MAS V, BOND T, GARCÍA-ALCOCEL E, et al. Lightweight mortars containing expanded polystyrene and paper sludge ash[J]. Construction and Building Materials, 2014, 61: 285-292. |
| [37] | AMRAN M, FEDIUK R, MURALI G, et al. Sound-absorbing acoustic concretes: a review[J]. Sustainability, 2021, 13(19): 10712. |
| [38] | 庞超明, 厉彦浩, 高仁辉, 等. 仿木水泥基材料的发展研究综述[J]. 混凝土与水泥制品, 2024(3): 26-30. |
| PANG C M, LI Y H, GAO R H, et al. Review of the development and research on woodcrete[J]. China Concrete and Cement Products, 2024(3): 26-30 (in Chinese). |
| [1] | 王盼盼, 孙津津, 张培冉, 杨琦, 万星, 封旭, 王志华, 丁建文. 盾构渣土基免烧陶粒的制备与性能优化研究[J]. 硅酸盐通报, 2026, 45(1): 237-245. |
| [2] | 罗甜恬, 刘卫森, 郭英健, 李成业, 马玉玮. 再生聚苯乙烯在混凝土中的应用研究综述[J]. 硅酸盐通报, 2021, 40(1): 133-145. |
| [3] | 杨晓伟, 张爱生, 曲俊蓉, 杨柯, 许建华, 朱英. 油田污泥基高强陶粒的制备及性能优化[J]. 硅酸盐通报, 2021, 40(1): 215-222. |
| [4] | 刘超;罗健林;李秋义. 高贝利特硫铝酸盐水泥基泡沫混凝土的物理性能研究[J]. 硅酸盐通报, 2018, 37(11): 3416-3421. |
| 阅读次数 | ||||||
|
全文 |
|
|||||
|
摘要 |
|
|||||