China's Refractories ›› 2020, Vol. 29 ›› Issue (4): 1-5.DOI: 10.19691/j.cnki.1004-4493.2020.04.001
• Original article • Next Articles
ZHENG Juanrong1,*(), ZHANG Simi1, ZHAO Zhenbo2
Online:
2020-12-15
Published:
2020-12-15
Contact:
ZHENG Juanrong
About author:
Zheng Juanrong received her Ph.D. in the materials for civil engineering from Mining University of China (Beijing Campus) in 2011. After that she has been working as a professor in Civil Engineering School of Zhengzhou University. Her research focuses on the preparation and application of low-carbon cement-based materials and porous concrete.
ZHENG Juanrong, ZHANG Simi, ZHAO Zhenbo. Progress on Preparation and Characteristics of Ultra-lightweight Foam Concrete[J]. China's Refractories, 2020, 29(4): 1-5.
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URL: http://www.cnref.cn/EN/10.19691/j.cnki.1004-4493.2020.04.001
UFC-P | UFC-C | Foam concrete | Ordinary concrete | |
---|---|---|---|---|
Dry density /(kg · m-3) | 150-300 | 150-300 | 400-1 600 | 2 200-2 400 |
Compressive strength /MPa | 0.5-1.5 | 0.5-1.1 | 0.5-10.0 | 30-80 |
Flexural strength /MPa | - | - | 0.5-0.7 | 3.0-8.0 |
Tensile strength /MPa | 0.10-0.13 | 0.10-0.13 | - | - |
Modulus of elasticity /GPa | - | - | 0.3-1.2 | 20-30 |
Dry shrinkage /×106 | ≤3000 | ≤3 000 | 1 500-3 500 | 600-900 |
Thermal conductivity /(W · m-1 · K-1) | 0.045-0.068 | 0.050-0.071 | 0.11-0.3 | 1.63-1.74 |
Freeze-thaw resistance /% | - | - | 90-97 | 90-97 |
Fluidity of fresh slurry /mm | - | - | 200 | ~180 |
Water absorption /% | ≤5 | ≤10 | - | - |
Fire-resistance grade | A | A | - | - |
Table 1 Properties of UFC-C and UFC-P and foam concrete and ordinary concrete
UFC-P | UFC-C | Foam concrete | Ordinary concrete | |
---|---|---|---|---|
Dry density /(kg · m-3) | 150-300 | 150-300 | 400-1 600 | 2 200-2 400 |
Compressive strength /MPa | 0.5-1.5 | 0.5-1.1 | 0.5-10.0 | 30-80 |
Flexural strength /MPa | - | - | 0.5-0.7 | 3.0-8.0 |
Tensile strength /MPa | 0.10-0.13 | 0.10-0.13 | - | - |
Modulus of elasticity /GPa | - | - | 0.3-1.2 | 20-30 |
Dry shrinkage /×106 | ≤3000 | ≤3 000 | 1 500-3 500 | 600-900 |
Thermal conductivity /(W · m-1 · K-1) | 0.045-0.068 | 0.050-0.071 | 0.11-0.3 | 1.63-1.74 |
Freeze-thaw resistance /% | - | - | 90-97 | 90-97 |
Fluidity of fresh slurry /mm | - | - | 200 | ~180 |
Water absorption /% | ≤5 | ≤10 | - | - |
Fire-resistance grade | A | A | - | - |
For preparation of UFC-C[ | For preparation of UFC-P[ |
---|---|
Cement, slag, water, chemical and physical admixtures are mixed thoroughly | Cement, fly-ash, water, chemical admixtures are mixed thoroughly and ball milling for 30-60 minutes |
Foaming agent is added and mixing quickly | Foam and physical admixtures are added and mixing quickly |
Placing and Foaming (dimensions: 1.25 m×1.25 m×0.64 m) | Placing (dimensions: 1.25 m×1.25 m×0.64 m) |
Rest and curing at room temperature | Rest and curing at 50-90 ℃ |
Demoulding | Demoulding |
Products by cutting (dimensions: 600 mm×300 mm×(30-80) mm) | Products by cutting (dimensions: 600 mm×300 mm×(30-80) mm) |
Table 2 Preparation processes of UFC-C and UFC-P
For preparation of UFC-C[ | For preparation of UFC-P[ |
---|---|
Cement, slag, water, chemical and physical admixtures are mixed thoroughly | Cement, fly-ash, water, chemical admixtures are mixed thoroughly and ball milling for 30-60 minutes |
Foaming agent is added and mixing quickly | Foam and physical admixtures are added and mixing quickly |
Placing and Foaming (dimensions: 1.25 m×1.25 m×0.64 m) | Placing (dimensions: 1.25 m×1.25 m×0.64 m) |
Rest and curing at room temperature | Rest and curing at 50-90 ℃ |
Demoulding | Demoulding |
Products by cutting (dimensions: 600 mm×300 mm×(30-80) mm) | Products by cutting (dimensions: 600 mm×300 mm×(30-80) mm) |
Dry density /(kg · m-3) | Porosity /% | Pore size distribution /% | Connected pore volume /% | |||
---|---|---|---|---|---|---|
1.0-4.0 mm | 0.05-0.1 mm | |||||
UFC-C | UFC-P | UFC-C | UFC-P | UFC-C | UFC-P | |
150 | 78 | 76 | 85 | 90 | 8.5 | 4 |
200 | 75 | 73 | 90 | 92 | 7.8 | 3 |
250 | 74 | 70 | 95 | 95 | 7.5 | 2 |
300 | 70 | 65 | 90 | 100 | 7.0 | 0 |
Table 3 Characteristics of air-voids structures of UFC-C and UFC-P with different dry densities[12]
Dry density /(kg · m-3) | Porosity /% | Pore size distribution /% | Connected pore volume /% | |||
---|---|---|---|---|---|---|
1.0-4.0 mm | 0.05-0.1 mm | |||||
UFC-C | UFC-P | UFC-C | UFC-P | UFC-C | UFC-P | |
150 | 78 | 76 | 85 | 90 | 8.5 | 4 |
200 | 75 | 73 | 90 | 92 | 7.8 | 3 |
250 | 74 | 70 | 95 | 95 | 7.5 | 2 |
300 | 70 | 65 | 90 | 100 | 7.0 | 0 |
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