Solar tracker pile
How it works
Based on geotechnical surveys and load tests (pull-out, lateral), the section, length and embedment depth of the pile are selected. The steel section is driven into the ground by impact (hammer) or vibration to the target embedment; the above-ground portion (reveal) carries the bearing and the torque-tube bracket. A piling machine or robot positions the pile to the design grid and controls plumb and alignment during driving so that the heads of adjacent piles form a straight line for the torque tube. Deviations beyond tolerance require correction or re-driving.
Problem solved
Ground-mount PV plants need fast, repeatable and low-cost foundations for thousands of tracker rows across variable soil conditions. Cast concrete footings are slow and costly; a driven steel pile installs a foundation in a single operation, with high throughput and repeatable geometry.
Components
Load-bearing steel section (H-pile, W-section, C-channel or Σ/C profile) forming the shaft of the pile.
Portion of the pile driven into the soil, transferring vertical and lateral loads into the ground.
Above-ground part of the pile with the mounting for the bearing and bracket that hold the tracker torque tube.
Official
Implementation
Hard ground, rock or boulders can prevent driving the pile to design depth (refusal), forcing pre-drilling or a change of foundation.
Deviation of individual piles from plumb or from the row line accumulates into torque-tube curvature and hinders tracker assembly and operation.
Aggressive or moisture-variable soil can accelerate steel corrosion in the ground-line zone, shortening foundation service life.
Hyperparameters (configurable axes)
Type of steel section (e.g. H-pile, W-section, C-channel, Σ/C profile) selected for loads and soil conditions.
Length of pile driven into the ground, governing pull-out and lateral capacity; determined from geotechnical testing.
Height of the above-ground portion of the pile, setting ground clearance and the tracker rotation axis position.
Allowable deviations of plumb and pile-head position; exceeding them causes curvature of the torque tube.
Steel protection (e.g. hot-dip galvanising) selected for soil aggressiveness and required plant service life.