Self-compacting concrete with recycled concrete aggregate for sustainable structures

  • UNIVERSIDAD DE BURGOS
  • From Spain
  • Responsive
  • Patents for licensing

Summary of the technology

Self-compacting concrete with recycled concrete aggregate in all fractions, using Portland cement as primary binder, and ground granulated blast furnace slag as secondary binder. Its innovative composition and installation procedure allow achieving excellent results of durability, sustainability and aesthetic finishing.

Details of the Technology Offer

New and innovative aspects

The use of construction waste and by-products from the steelmaking gives these concretes an innovative installation process, achieving the same technical characteristics as self-compacting concretes whose composition is based on the use of natural aggregate with additional technical and economic advantages.

All three mixtures are suitable for use, although the MIX50 mix provides an adequate balance between material performance and product sustainability.

Its dosage is shown in Table 1:

Material/Mix

MIX0

MIX50

MIX100

CEM I 52.5 R

208

Ground granulated blast furnace slag

208

Recycled concrete aggregate (< 0.50 mm)

305

Water

225

280

335

Coarse recycled concrete aggregate

405

Fine recycled concrete aggregate

0

430

865

Siliceous sand

935

470

0

Viscosity regulator

2,30

Plasticizer

4,50

Table 1. Dosage of mixtures (kg/m3)

Use of waste for the production of sustainable self-compacting concrete optimal for structural use.

Main advantages of its use

  • Great flowability and ease of filling molds for structures with complicated shapes.
  • Elimination of the pre-soaking stage in the recycled concrete aggregate
  • High self-compactability of concrete. Compaction without vibration.
  • Homogeneous finishes without imperfections.
  • Economical and sustainable implementation by using waste from the precast-concrete industry and by-products from the steel industry known as slag.
  • Reduction of energy consumption in its implementation.
  • Excellent physical and mechanical properties.

Specifications

The technical characteristics for the MIX50 mix are as shown here:

Slump flow

820 mm

Compressive strength at 28 days

39,6 MPa

Splitting tensile strength at 28 days

2,4 MPa

Flexural strength at 28 days

4,5 MPa

Density

2,08 Mg/m3

Maximum agrgegate size

12,5 mm

The new self-compacting concretes meet the international specifications EN 206 and the recommendations of the EFNARC.

Property

Time since kneading (min)

MIX0

MIX50

MIX100

Slump flow (mm)

0

800 (SF3)

820 (SF3)

830 (SF3)

15

770 (SF3)

780 (SF3)

780 (SF3)

30

715 (SF2)

700 (SF2)

705 (SF2)

60

570 (SF1)

560 (SF1)

555 (SF1)

T500 (s)

0

2,4 (VS2)

3 (VS2)

3,6 (VS2)

15

3,4 (VS2)

4,6 (VS2)

5,8 (VS2)

30

5,6 (VS2)

6,8 (VS2)

8,4 (VS2)

60

8,6 (VS2)

11,2 (VS2)

12,8 (VS2)

Empting time V-funnel test (s)

15

10,6 (VF2)

19,2 (VF2)

24,8 (VF2)

Blocking ratio L-box test

15

0,80 (PA1)

0,82 (PA1)

0,86 (PA1)

Resistance to segregation (%)

30

1,86 (SR2)

1,67 (SR2)

1,31 (SR2)

Fresh density (Mg/m3)

-

2,22

2,16

1,96

Occluded air (%)

-

4,5

5,3

5,9

Table 2. Properties in fresh state

SF: slump-flow class, VS: slump-flow-viscosity class, VF; V-funnel-viscosity class, PA; passing-ability class & SR; segregation-resistance class

Age (days)

MIX0

MIX50

MIX100

Compressive strength on cubic specimen (MPa)

1

12,5

9,9

5,2

7

36,4

32,1

22,3

28

45,9

39,6

31,8

90

47,8

43,3

35,5

Compressive strength on cylindrical specimen (MPa)

7

29,5

25,1

16,7

28

41,8

34,5

27,3

Hardened Density (Mg/m3)

28

2,15

2,08

1,81*

Modulus of elasticity (GPa)

7

26,6

24,5

13,9

28

29,3

27,1

16,1

Splitting tensile strength (MPa)

7

2,7

2,1

1,4

28

3,2

2,4

1,8

Flexural strength (MPa)

7

4,1

3,8

2,9

28

4,9

4,5

3,3

Hammer rebound index (dimensionless)

1

11

10

10

7

28

26

20

28

31

28

26

90

32

30

27

Ultrasonic pulse velocity (km/s)

1

2,82

2,77

2,43

7

3,83

3,75

3,21

28

4,03

3,93

3,68

90

4,07

4,01

3,89

Table 3. Properties in hardened state

Applications

  • On site placement by pouring, pumping or injection.
  • Manufacture of concrete pieces with complicated shapes with high aesthetic requirements.
  • Foundations and structures.
  • Heavily armed structures.
  • Construction of large infrastructures such as bridges or tunnels where compaction is complicated.
  • Concreting in situations of difficult access and high-rise buildings.

Intellectual property status

Protected by patent P202030746

Current development status

Developed, validated and ready to use.

Desired business relationship

Commercial Agreement, License Agreement, Technical Cooperation: further development; Technical Cooperation: testing new applications; Technical Cooperation: adaptation to specific needs.

Intellectual property status

Attached documents

Related Keywords

  • Industrial manufacturing, Material and Transport Technologies
  • Energy Technology
  • Construction Technology
  • Construction engineering (design, simulation)
  • Materials, components and systems for construction
  • Recycling, Recovery
  • Industrial Products
  • Construction and Building Products
  • Pollution and Recycling Related
  • Chemical and solid material recycling
  • self-compacting
  • sand and gravel
  • recycled concrete
  • reinforced structures
  • concrete

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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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