EcoIntellect re-binder
Ecointellect-uusiosideaine
Purely for better stabilization
Ecological ash-based stabilization binder for infrastructure and environmental construction
E65 – Finnish ash-based binder
The main raw material of the recycled binder is power plant ash generated in energy production (note, not waste incineration), gypsum and lime generated in industry, and slag generated in the steel industry. The binder can replace traditional building materials, such as burnt lime and oil-based foam bitumen.
The recipe of the binders is customized according to the customer, thus the weighting of the raw materials can also vary according to the objects.
The carbon footprint of E65 binders:
E65 Basic:
The carbon footprint of binder production (A1-A3) is 107 kg CO2e / t
E65 Low:
The carbon footprint of binder production (A1-A3) is 89 kg CO2e / t
The calculation has been made in accordance with The Greenhouse Gas (GHG) Protocol’s product life cycle calculation and reporting standard.
The standard follows the life cycle approach defined by ISO LCA standards 14040 and 14044.
Uses of the recycled binder
Recycled binder is an innovative and environmentally friendly solution for several construction and renovation projects. Here are examples of its uses:
- reinforcements of roadbeds
- field structures
- bottom reinforcements
- reinforcements of peat fields
- port construction
- noise barriers
- landfill structures
- mine fillings
- PIMA stabilization
- treatment of sulfate-rich soils and
- similar objects
When using recycled binder, it is important to carefully follow the work instructions given by the designer.
Stabilization
Why is it used:
Deep stabilization prevents the ground from sinking and improves its bearing capacity.
Where is it used:
Stabilization is used as a base strengthening method in the construction of roads and railways and municipal engineering, vibration damping and transition structures.
A cost-effective option:
Stabilization reduces construction costs by up to 40%.
Properties of E65 rebinder
Purpose of use | Quantity | Score |
---|---|---|
Sediment stabilization | 80–120 kg/m3 | Meets pre-set requirements |
Field structure (clay) | 80–120 kg/m3 | Meets pre-set requirements |
The load-bearing (bonded) layer of the road | 30–35 kg/m2 | Shear strength > 80 kPa |
Reinforcing filling | 150 kg/m3 | For fillings 1-3 MPa/90d |
PIMA stabilization | 100–200 kg/m3 | Subject to requirements |