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Sustainable roller-compacted concrete comprises Portland cement as primary binder, aggregates, water and admixtures. Concrete is characterized as comprising metallic and/or plastic fibers, ground granulated blast furnace slag as secondary binder and ladle furnace slag as ternary binder, the aggregates comprise recycled concrete aggregate.
Sustainable roller-compacted dry steel concrete comprises Portland cement as primary binder, aggregates, water and admixtures. Concrete is characterized by comprising metallic and/or plastic fibers, ground granulated blast furnace slag as secondary binder and ladle furnace slag as ternary binder, the aggregates comprise electric arc furnace slag.
New and innovative aspects
Roller compacted concrete manufactured with recovered components obtained from other processes or substances, such as by-products from the steel industry (iron and steel concrete) or waste from the precast concrete industry (sustainable concrete) that increase its sustainability.
The use of construction waste and by-products from the steel industry gives these concretes an innovative installation process, achieving the same technical characteristics as self-compacting concretes whose composition is based on the use of fractions with natural aggregate with additional technical and economic advantages.
The dosage of iron and steel concrete with a dry consistency is shown in Table 1:
Components (kg/m3) | RCC-E-M | RCC-E-P |
Ordinary Portland Cement (CEM I 52.5 R) | 140 | 140 |
Ground granulated blast furnace slag | 115 | 115 |
Ladle furnace slag | 40 | 40 |
Water | 115 | 115 |
Electric arc furnace slag: coarse fraction | 390 | 390 |
Electric arc furnace slag: middle fraction | 700 | 700 |
Electric arc furnace slag: fine fraction | 535 | 535 |
Limestone sand (< 0.50 mm) | 485 | 485 |
Siliceous sand (< 0.50 mm) | 245 | 245 |
Plastizier | 5,0 | 5,0 |
Fibers (M, metallic; P, plastic) | 55 (M) | 6,5 (P) |
Table 1. Dosage of dry steel concrete mixes (kg/m3)
(M: metallic fibers; P: plastic fibers)
The dosage of sustainable dry consistency concrete is shown in Table 2:
Components (kg/m3) | RCC-AH-M | RCC-AH-P |
Ordinary Portland Cement (CEM I 52.5 R) | 140 | 140 |
Ground granulated blast furnace slag | 115 | 115 |
Ladle furnace slag | 40 | 40 |
Water | 130 | 130 |
Electric arc furnace slag: coarse fraction | 275 | 275 |
Electric arc furnace slag: middle fraction | 495 | 495 |
Electric arc furnace slag: fine fraction | 375 | 375 |
Limestone sand (< 0.50 mm) | 485 | 485 |
Siliceous sand (< 0.50 mm) | 245 | 245 |
Plastizier | 5,0 | 5,0 |
Fibers (M, metallic; P, plastic) | 55 (M) | 6,5 (P) |
Table 2. Dosage of dry sustainable concrete mixes (kg/m3)
(M: metallic fibers; P: plastic fibers)
Main advantages of its use
Specifications
The novel roller-compacted dry concretes comply with international EN 206 specifications and EFNARC recommendations.
The properties in the fresh state of the different mixtures of the iron and steel concrete of dry consistency are shown in table 3:
Property | RCC-E-M | RCC-E-P |
Time of vibrating consistometer Vebe (s) | 7,5 | 6,5 |
Vebe consistometer seat (cm) | 4,0 | 4,5 |
Vebe consistometer density (Mg/m3) | 2,68 | 2,63 |
Table 3. Fresh properties of dry steel concrete
The properties in the fresh state of the different mixes of sustainable concrete of dry consistency are shown in table 4:
Property | RCC-AH-M | RCC-AH-P |
Time of vibrating consistometer Vebe (s) | 6,0 | 5,5 |
Vebe consistometer seat (cm) | 4,5 | 5,0 |
Vebe consistometer density (Mg/m3) | 2,27 | 2,22 |
Table 4. Properties in fresh state of dry sustainable concrete
The properties in the hardened state of the different mixtures of the iron and steel concrete of dry consistency are shown in table 5:
Property | Age (days) | RCC-E-M | RCC-E-P |
Hardened density (Mg/m3) | 28 | 2,59 | 2,54 |
Compressive strength (MPa) | 1 | 46,9 | 41,4 |
28 | 59,6 | 56,9 |
Table 5. Properties in the hardened state of dry iron and steel concrete
The properties in the hardened state of the different mixtures of the sustainable concrete of dry consistency are shown in table 6:
Property | Age (days) | RCC-AH-M | RCC-AH-P |
Hardened density (Mg/m3) | 28 | 2,19 | 2,16 |
Compressive strength (MPa) | 1 | 12,5 | 43,1 |
28 | 53,4 | 51,8 |
Table 6. Properties in hardened state of dry sustainable concrete
Applications
Intellectual property status
Protected by patent P202030878 and P202030881
Current development status
Developed exclusively in the laboratory and validated for industrialization.
Desired business relationship
Commercial Agreement, License Agreement, Technical Cooperation: further development; Technical Cooperation: testing new applications; Technical Cooperation: adaptation to specific needs.
The aim of The Knowledge Transfer Office (KTO) of the University of Burgos is to promote Innovation technology through the research results transfer and the connections between the University and the new needs and requirements of the society - we are the link between the University and the Industry. Contact person: José Manuel López (jmllopez@ubu.es)
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