BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2026, Vol. 45 ›› Issue (8): 2817-2828.DOI: 10.16552/j.cnki.issn1001-1625.2026.0244
• Solid Waste and Eco-Materials • Previous Articles Next Articles
ZHU Sen’ao1(
), HUANG Xiulin1,2(
), PENG Li3, CAO Panpan2
Received:2026-03-17
Revised:2026-05-08
Online:2026-08-15
Published:2026-09-01
Contact:
HUANG Xiulin
CLC Number:
ZHU Sen’ao, HUANG Xiulin, PENG Li, CAO Panpan. Preparation and Properties of Core-Shell Structured Solid Waste-Based Non-Sintered Ceramsite[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2026, 45(8): 2817-2828.
| Material | Mass fraction/% | ||||||
|---|---|---|---|---|---|---|---|
| SiO2 | Al2O3 | Fe2O3 | CaO | SO3 | MgO | Other | |
| FGDG | 3.21 | 1.05 | 0.58 | 32.56 | 46.82 | 0.32 | 15.46 |
| STP | 68.30 | 12.50 | 4.26 | 3.12 | 0.85 | 1.08 | 9.89 |
| Cement | 21.54 | 6.82 | 3.26 | 62.31 | 2.15 | 1.58 | 2.34 |
| GGBS | 38.62 | 18.54 | 0.98 | 32.15 | 0.68 | 6.21 | 2.82 |
Table 1 Chemical composition of raw materials
| Material | Mass fraction/% | ||||||
|---|---|---|---|---|---|---|---|
| SiO2 | Al2O3 | Fe2O3 | CaO | SO3 | MgO | Other | |
| FGDG | 3.21 | 1.05 | 0.58 | 32.56 | 46.82 | 0.32 | 15.46 |
| STP | 68.30 | 12.50 | 4.26 | 3.12 | 0.85 | 1.08 | 9.89 |
| Cement | 21.54 | 6.82 | 3.26 | 62.31 | 2.15 | 1.58 | 2.34 |
| GGBS | 38.62 | 18.54 | 0.98 | 32.15 | 0.68 | 6.21 | 2.82 |
| Level | Factor | ||
|---|---|---|---|
| m(FGDG)∶m(GGBS) | STP content/% | Cement content/% | |
| 1 | 2∶1 | 50 | 8 |
| 2 | 1∶1 | 60 | 12 |
| 3 | 1∶2 | 70 | 16 |
Table 2 Factors and levels of orthogonal test for shell mix proportion
| Level | Factor | ||
|---|---|---|---|
| m(FGDG)∶m(GGBS) | STP content/% | Cement content/% | |
| 1 | 2∶1 | 50 | 8 |
| 2 | 1∶1 | 60 | 12 |
| 3 | 1∶2 | 70 | 16 |
| Level | Factor | ||
|---|---|---|---|
| m(MAH)∶m(KH550) | MAH hydrolysis temperature/℃ | APS content/% | |
| 1 | 1.5∶1 | 70 | 0.8 |
| 2 | 1.6∶1 | 80 | 1.0 |
| 3 | 1.7∶1 | 90 | 1.2 |
Table 3 Factors and levels of orthogonal test for self-made interface modifier
| Level | Factor | ||
|---|---|---|---|
| m(MAH)∶m(KH550) | MAH hydrolysis temperature/℃ | APS content/% | |
| 1 | 1.5∶1 | 70 | 0.8 |
| 2 | 1.6∶1 | 80 | 1.0 |
| 3 | 1.7∶1 | 90 | 1.2 |
| Ceramsite No. | m(FGDG)∶m(GGBS) | Mass fraction/% | Bulk density/(kg·m-3) | Bulk crushing strength/MPa | Water absorption of 1 h/% | |
|---|---|---|---|---|---|---|
| STP | Cement | |||||
| A1 | 2∶1 | 50 | 8 | 682.5 | 3.1 | 12.1 |
| A2 | 2∶1 | 60 | 12 | 725.8 | 3.4 | 9.8 |
| A3 | 2∶1 | 70 | 16 | 764.3 | 3.7 | 8.7 |
| A4 | 1∶1 | 50 | 12 | 702.6 | 3.6 | 9.5 |
| A5 | 1∶1 | 60 | 16 | 736.4 | 3.9 | 7.6 |
| A6 | 1∶1 | 70 | 8 | 769.1 | 3.3 | 10.2 |
| A7 | 1∶2 | 50 | 16 | 728.7 | 4.1 | 10.8 |
| A8 | 1∶2 | 60 | 8 | 750.2 | 3.6 | 11.5 |
| A9 | 1∶2 | 70 | 12 | 805.3 | 4.3 | 9.2 |
Table 4 Results of orthogonal test for shell mix proportion
| Ceramsite No. | m(FGDG)∶m(GGBS) | Mass fraction/% | Bulk density/(kg·m-3) | Bulk crushing strength/MPa | Water absorption of 1 h/% | |
|---|---|---|---|---|---|---|
| STP | Cement | |||||
| A1 | 2∶1 | 50 | 8 | 682.5 | 3.1 | 12.1 |
| A2 | 2∶1 | 60 | 12 | 725.8 | 3.4 | 9.8 |
| A3 | 2∶1 | 70 | 16 | 764.3 | 3.7 | 8.7 |
| A4 | 1∶1 | 50 | 12 | 702.6 | 3.6 | 9.5 |
| A5 | 1∶1 | 60 | 16 | 736.4 | 3.9 | 7.6 |
| A6 | 1∶1 | 70 | 8 | 769.1 | 3.3 | 10.2 |
| A7 | 1∶2 | 50 | 16 | 728.7 | 4.1 | 10.8 |
| A8 | 1∶2 | 60 | 8 | 750.2 | 3.6 | 11.5 |
| A9 | 1∶2 | 70 | 12 | 805.3 | 4.3 | 9.2 |
| Ceramsite No. | m(MAH)∶m(KH550) | MAH hydrolysis temperature/℃ | APS content/% | Bulk crushing strength/MPa | Water absorption of 1 h/% |
|---|---|---|---|---|---|
| A10 | 1.5∶1 | 70 | 0.8 | 4.1 | 8.2 |
| A11 | 1.5∶1 | 80 | 1.0 | 4.4 | 7.5 |
| A12 | 1.5∶1 | 90 | 1.2 | 4.2 | 7.9 |
| A13 | 1.6∶1 | 70 | 1.0 | 4.6 | 7.2 |
| A14 | 1.6∶1 | 80 | 1.2 | 4.8 | 7.1 |
| A15 | 1.6∶1 | 90 | 0.8 | 4.5 | 7.3 |
| A16 | 1.7∶1 | 70 | 1.2 | 4.3 | 7.7 |
| A17 | 1.7∶1 | 80 | 0.8 | 4.4 | 7.6 |
| A18 | 1.7∶1 | 90 | 1.0 | 4.3 | 7.8 |
Table 5 Results of orthogonal test for modifier
| Ceramsite No. | m(MAH)∶m(KH550) | MAH hydrolysis temperature/℃ | APS content/% | Bulk crushing strength/MPa | Water absorption of 1 h/% |
|---|---|---|---|---|---|
| A10 | 1.5∶1 | 70 | 0.8 | 4.1 | 8.2 |
| A11 | 1.5∶1 | 80 | 1.0 | 4.4 | 7.5 |
| A12 | 1.5∶1 | 90 | 1.2 | 4.2 | 7.9 |
| A13 | 1.6∶1 | 70 | 1.0 | 4.6 | 7.2 |
| A14 | 1.6∶1 | 80 | 1.2 | 4.8 | 7.1 |
| A15 | 1.6∶1 | 90 | 0.8 | 4.5 | 7.3 |
| A16 | 1.7∶1 | 70 | 1.2 | 4.3 | 7.7 |
| A17 | 1.7∶1 | 80 | 0.8 | 4.4 | 7.6 |
| A18 | 1.7∶1 | 90 | 1.0 | 4.3 | 7.8 |
| Raw material | Cement | Fly ash | Ceramsite | Medium sand | Water reducing agent | Water |
|---|---|---|---|---|---|---|
| Dosage per cubic meter/(kg·m-3) | 350 | 50 | 550 | 720 | 7.3 | 170 |
Table 6 Mix ratio for thermal insulation partition wall panels
| Raw material | Cement | Fly ash | Ceramsite | Medium sand | Water reducing agent | Water |
|---|---|---|---|---|---|---|
| Dosage per cubic meter/(kg·m-3) | 350 | 50 | 550 | 720 | 7.3 | 170 |
| Panel type | Dry apparent density/(kg·m-3) | Compressive strength/MPa | Thermal conductivity coefficient/(W·m-1·K-1) |
|---|---|---|---|
| Thermal insulation partition wall panel in this study | 812 | 7.6 | 0.24 |
| Autoclaved aerated concrete panel | 654 | 4.2 | 0.15 |
| Ordinary ceramsite panel | 1013 | 3.9 | 0.28 |
Table 7 Performance comparison of thermal insulation partition wall panels
| Panel type | Dry apparent density/(kg·m-3) | Compressive strength/MPa | Thermal conductivity coefficient/(W·m-1·K-1) |
|---|---|---|---|
| Thermal insulation partition wall panel in this study | 812 | 7.6 | 0.24 |
| Autoclaved aerated concrete panel | 654 | 4.2 | 0.15 |
| Ordinary ceramsite panel | 1013 | 3.9 | 0.28 |
| Raw material | Cement | Fly ash | Ceramsite | Medium sand | Water reducing agent | Water |
|---|---|---|---|---|---|---|
| Dosage per cubic meter/(kg·m-3) | 320 | 80 | 550 | 720 | 7.1 | 170 |
Table 8 LC30 lightweight concrete reference mix proportion
| Raw material | Cement | Fly ash | Ceramsite | Medium sand | Water reducing agent | Water |
|---|---|---|---|---|---|---|
| Dosage per cubic meter/(kg·m-3) | 320 | 80 | 550 | 720 | 7.1 | 170 |
| Concrete type | Lightweight concrete | Ordinary concrete |
|---|---|---|
| Dry apparent density/(kg·m-3) | 1 850 | 2 350 |
| 28 d compressive strength/MPa | 34.2 | 38.8 |
| Thermal conductivity coefficient/(W·m-1·K-1) | 0.85 | 1.80 |
| Elastic modulus/GPa | 22.5 | 32.0 |
Table 9 Concrete performance comparison
| Concrete type | Lightweight concrete | Ordinary concrete |
|---|---|---|
| Dry apparent density/(kg·m-3) | 1 850 | 2 350 |
| 28 d compressive strength/MPa | 34.2 | 38.8 |
| Thermal conductivity coefficient/(W·m-1·K-1) | 0.85 | 1.80 |
| Elastic modulus/GPa | 22.5 | 32.0 |
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