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SOLAR POWER PLANT ON GROUND SCREWS IN PIDHORODNE

Location
Pidhorodne
Date
December 2019
Terms:
4 working days
Ground screws
52 pcs
Project partner
LLC GROUP LANE
Panel positions
184
Object type
Ground-mounted solar power plant
Challenges
The implementation of the foundation was carried out within a strict SPP installation schedule, which included:
SELECTION CRITERIA
FOR THE ENGINEERING SOLUTION
The key criteria were the speed and predictability of installation, the precision of the support geometry, and the ease of integrating the foundation with the SPP mounting system.
Adopted Engineering Solution
A screw-pile foundation was chosen for the facility, which allowed for:
The foundation project was developed taking into account the loads from 184 solar panels, the structural design of the SPP, and the operational conditions of the facility.
РЕАЛІЗОВАНІ РІШЕННЯ
Інженери PILLAR
розробили проєкт палійно-
гвинтового фундаменту
Який ідеально підходить

Конструкція:

A screw-pile foundation was chosen for the facility, which allowed for:

Тип паль:

Навантаження:

Особливості монтажу
Implementation Process
Engineering Site Assessment

Site conditions and the solar panel layout scheme were analyzed.

The screw-pile foundation project was developed with a direct reference to the SPP layout plan.

A set of ground screws was prepared in accordance with the project parameters.

The installation of 52 ground screws was completed in 4 working days with strict control of verticality and height elevations.

The finished foundation base was handed over for the installation of the solar power plant.

Result
The use of a screw-pile foundation ensured the implementation of the SPP within the specified deadlines without complicating the installation processes:
That is why the client turned to PILLAR

because a rapid and precise foundation installation was required—one that eliminated concrete and fit perfectly within the agreed SPP schedule.

That is why the client turned to PILLAR

because a rapid and precise foundation installation was required—one that eliminated concrete and fit perfectly within the agreed SPP schedule.

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