Method for constructing a foundation for a tower structure, and onshore tower structure
Assigneeinnogy SE
InventorsDaniel Bartminn, Benjamin Matlock
Life of this patent
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Abstract
The invention relates to a method for constructing a foundation for a tower structure, comprising at least one structure-side connection profile in the form of a pipe segment. The method has the steps of providing a foundation pile with a diameter which differs from the diameter of the pipe segment, vibrating and/or ramming the foundation pile into a supporting substratum, aligning and fixing the pipe segment coaxially and concentrically to the foundation pile introduced into the substratum such that an annular space is formed between the pipe segment and the foundation pile, and filling the annular space with a curable casting compound.
Claims11
A method for constructing a foundation for a tower structure having at least one structure-side connection profile in the form of a pipe segment, wherein the method comprises the following steps:
- supplying a number of foundation piles selected from a group comprising tubular profiles, T-shaped profiles, I-shaped profiles, Z-shaped profiles or other sheet-pile-wall segments;
- driving the number of foundation piles into a load-bearing foundation soil, wherein the driving-in method is selected from a group comprising introduction by vibration, ramming or drilling or combinations thereof, wherein the number of foundation piles are driven into the foundation soil over a circular arc, the circular arc arranged coaxially in relation to a longitudinal axis of the tower structure;
- orienting and securing the pipe segment coaxially in relation to the circular arc of the number of foundation piles;
- partially filling the pipe segment with a settable casting compound;
- and
- wherein the pipe segment is supported on the number of foundation piles prior to partially filling the pipe segment with the settable casting compound.
An onshore tower structure comprising:
- a structure-side connection profile in the form of a pipe segment, and
- a number of foundation piles driven into a foundation soil and selected from a group comprising tubular profiles, T-shaped profiles, I-shaped profiles, Z-shaped profiles or other sheet-pile-wall segments,
- wherein the pipe segment and the number of foundation piles surround one another to form an annular space, and
- wherein the pipe segment is at least partially filled with a set casting compound, and
- wherein the pipe segment is fastened on at least one of the number of foundation piles at a distance from the foundation soil and/or the pipe segment is supported on at least one of the number of foundation piles via at least one supporting bracket.
A method for constructing a foundation for a tower structure having at least one structure-side connection profile in the form of a pipe segment, wherein the method comprises the following steps:
- supplying a number of foundation piles selected from a group comprising tubular profiles, T-shaped profiles, I-shaped profiles, Z-shaped profiles or other sheet-pile-wall segments;
- driving the number of foundation piles into a load-bearing foundation soil, wherein the driving-in method is selected from a group comprising introduction by vibration, ramming or drilling or combinations thereof, wherein the number of foundation piles are driven into the foundation soil over a circular arc, the circular arc arranged coaxially in relation to a longitudinal axis of the tower structure;
- orienting and securing the pipe segment coaxially in relation to the circular arc of the number of foundation piles;
- partially filling the pipe segment with a settable casting compound;
- and
- wherein the pipe segment is supported on the number of foundation piles at a distance from the foundation soil.
Dependencies are inferred from the claim text.