Self-compacting concrete with recycled concrete aggregate and low shrinkage

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

Summary of the technology

Self-compacting concrete with recycled concrete aggregate and low shrinkage is characterized by its composition based on Portland cement as first binder, ground granulated blast furnace slag as second binder, and ladle furnace slag as third binder. Its innovative composition and installation procedure allow achieving excellent durability, sustainability and aesthetic results.

Details of the Technology Offer

New and innovative aspects

The use of construction wastes 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 natural aggregate with additional technical and economic advantages.

Its dosage is shown in Table 1:

Material/L

L0

L5

L10

CEM I 52.5 R

210

190

170

Ladle furnace slag

0

20

40

Ground granuatled blast furnace slag

210

Recycled concrete aggregate (< 0.50 mm)

305

Water

335

Coarse recycled concrete aggregate

405

Fine recycled concrete aggregate

865

Viscosity regulator

2,3

Plasticizer

4,5

Table 1. Composition 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 formworks of structures with complicated shapes.
  • Elimination of the pre-soaking stage in the recycled aggregate.
  • Highly self-compactability of concrete. Compaction without vibration.
  • Homogeneous finishes without imperfections.
  • Economic and sustainable placement 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 new self-compacting concretes fulfill the international specifications EN 206 and the recommendations of the EFNARC.

Property

Time since kneading (min)

L0

L5

L10

Slump flow (mm)

0

830 (SF3)

825 (SF3)

810 (SF3)

15

780 (SF3)

770 (SF3)

755 (SF3)

30

705 (SF2)

700 (SF2)

675 (SF2)

60

555 (SF1)

550 (SF1)

550 (SF1)

T500 (s)

0

3,6 (VS2)

4,0 (VS2)

4,4 (VS2)

15

5,8 (VS2)

6,0 (VS2)

6,6 (VS2)

30

8,4 (VS2)

9,0 (VS2)

9,8 (VS2)

60

12,8 (VS2)

13,8 (VS2)

15,2 (VS2)

Empting time V-funnel test (s)

15

24,8 (VF2)

25,6 (VF2)

26,2 (VF2)

Blocking ratio, L-box test

15

0,86 (PA1)

0,85 (PA1)

0,82 (PA1)

Resistance to segregation (%)

30

1,31 (SR2)

1,26 (SR2)

1,19 (SR2)

Fresh density (Mg/m3)

-

1,96

1,97

2,01

Occluded air (%)

-

5,9

5,7

5,4

Table 2. Properties in fresh state

SF: class of runoff, VS: viscosity in flow, VF; viscosity in the V-funnel test, PA; passsing ability & SR; segregation

Age (days)

L0

L5

L10

Compressive strength on cubic specimen (MPa)

7

22,3

21,8

20,5

28

31,8

32,6

34,5

Hardened Density (Mg/m3)

28

1,81

1,86

1,89

Modulus of elasticity (GPa)

7

13,9

13,4

13,3

28

16,1

16,3

16,8

Setting shrinkage (mm/m)

2

0,65

0,51

0,63

Long-term shrinkage (mm/m)

180

1,30

1,08

0,83

Table 3. Properties in hardened state

Applications

  • On site application 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.
  • Construction with difficult access and high-rise buildings.

Intellectual property status

Protected by patent P202030748

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
  • Sustainability
  • Construction Technology
  • Construction engineering (design, simulation)
  • Materials, components and systems for construction
  • Construction methods and equipment
  • Recycling, Recovery
  • Industrial Products
  • Construction and Building Products
  • Chemical and solid material recycling
  • self-compacting
  • sand and gravel
  • recycled concrete
  • reinforced structures
  • low retraction
  • concrete

About UNIVERSIDAD DE BURGOS

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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