BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2026, Vol. 45 ›› Issue (5): 1501-1512.DOI: 10.16552/j.cnki.issn1001-1625.2025.1015
• Cement and Concrete • Previous Articles Next Articles
PANG Chaoming1(
), LIAO Baohong1, WANG Shaohua2
Received:2025-10-20
Revised:2025-12-26
Online:2026-05-15
Published:2026-06-10
CLC Number:
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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