Work · Medium-voltage line in Villanueva
Bringing two electricity pylons back to vertical with hydraulic jacks
Two pylons on an Endesa overhead medium-voltage line had tilted because of ground movement. We brought them back to vertical by pushing their footings with 55 t jacks against reinforced-concrete reaction beams.

Objective
Two steel lattice pylons on an Endesa overhead medium-voltage line, in the olive groves of Villanueva, had visibly tilted. They had to be brought back to vertical without dismantling or replacing them, by working on their foundations.
Difficulties
- The ground had moved. One of the pylons stood at the edge of an eroded slope that had left part of its footing exposed. The other, on flat ground, had a cracked and undermined concrete base.
- A structure in service. The pylons carry the line’s conductors. The correction had to be gradual and controlled, with no sudden movements.
- Moving a whole footing. To straighten the pylon its foundation had to be rotated, and that needed a fixed point to push against.
Solution
Next to the footings of each pylon, the ground was excavated and reinforced-concrete tie beams were cast to act as reaction. At the larger pylon, the beams are up to 1.50 m wide and 2 m deep.
Single-acting 55 t hydraulic jacks were placed between the beams and the footings, driven by hand pumps and fitted with tilting heads to follow the rotation. The jacks pushed against UPN 240 spreader beams and base plates. As the pylon came back to vertical, its position was fixed with HEB struts.
Once the pylon was level, the gaps between footing and beam were filled with mass concrete, so that the old foundation and the new beams work together.
Result
Both pylons were brought back to vertical without dismantling the line. Their foundations were underpinned and tied by reinforced-concrete beams, with the base finished with a concrete slab.
Before

Undermined footing at the edge of the slope 
Cracked base of the second pylon
During the works

Reinforcement of the reaction beam 
Reaction beam next to the footing 
Hydraulic jack between beam and footing 
HEB struts after levelling
After

Pylon base concreted
Drawings and diagrams

Reinforcement detail sketch

