Reparation of foundation concrete of VNN 645/646-110 kV power
line Albrechtice – Vratimov
Concrete composition:
aggregate – weathered sandstone and smaller weathered pebbles
cement rock – the material is carbonized, neutral to slightly acidic. The cement rock is porous
with caverns of up to 5 mm size and fissured. The material is vulnerable to absorb water. The
original cement rock is altered to carbonate. Weathered layers of the foundation gradually fall
apart.
The concrete was of very poor quality. When trying to take a sample for compression strength test performance
purposes, the drilling core disintegrated.
Concrete foundation of pole no. 80 affected by strong corrosion of the cement rock
Grouting works were performed above and below the ground level. Polyurethane grouting material was
used, which replaced the partly disintegrated cement rock of the foundation. Before grouting a
reinforcing wire of 8-10 mm diameter was placed into the drillings. Polyurethane materials used
were GEOPUR 082/600 LW and Geopur 082/1000, which start to react after 2 min.
Microscope image of the cement rock after grouting
- caverns filled out with polyurethane resin, grains closed
within the grouting material
Foundation after grouting with the Geopur material
Compression strength tests were performed after the grouting on collected cores from the drillings.
For polyurethane material it is typical that samples tested for compression strength do not
disintegrate. They deform in two steps. The first one is a reversible deformation till 3,25kN
and ε = 0,5 mm. After deformation greater than 1 mm a secondary texture is formed with
reversible reaction of the matrix. At deformation equaling to approx. 3mm, fissures start to appear
within the polyurethane foam and further at deformation of 4,5 mm, the fissures massively develop
and the material breaks. The breaking is gradual and is blocked by residual strength of the sides
of the foamed polyurethane matrix. The above description proves good binding properties of
polyurethane materials.