Method for anchoring a foundation structure, and foundation structure

Patent metadata

Field	Value
Publication number	US-9574315-B2
Application number	US-201314651657-A
Country	US
Kind code	B2
Filing date	Nov 13, 2013
Priority date	Dec 14, 2012
Publication date	Feb 21, 2017
Grant date	Feb 21, 2017

Abstract

A method for anchoring a foundation structure ( 3 ) in a seabed ( 1 ) that includes introducing a receiving structure ( 6 ) into the seabed, lowering a support post ( 5 ) of the foundation structure ( 3 ) into the receiving structure ( 6 ), producing a connection between the receiving structure ( 6 ) and foundation structure ( 3 ) by filling the receiving structure ( 6 ) with a curable filling compound ( 7 ), and curing the curable filling compound ( 7 ), wherein the support post ( 5 ) is fixed in the receiving structure ( 6 ) prior to filling the receiving structure ( 6 ) with the curable filling compound ( 7 ). Also disclosed is a foundation structure ( 3 ) for an offshore wind turbine, for anchoring in a seabed ( 1 ), which includes at least one support post ( 5 ) to be introduced into a receiving structure ( 6 ), which has fixing elements ( 11, 20 ) for temporarily fixing in the receiving structure ( 6 ) before grouting is carried out.

First claim

The invention claimed is:

1. A method for anchoring a foundation structure in a seabed, comprising:
introducing at least one receiving structure into the seabed,
lowering at least one support post of the foundation structure into the at least one receiving structure,
producing a connection between the receiving structure and foundation structure by filling the receiving structure with a curable filling compound, and
curing the curable filling compound,
wherein the at least one support post is fixed in the receiving structure via a fixing operation prior to filling the receiving structure with the curable filling compound;
wherein the fixing operation is achieved by means of fixing elements arranged on the support post; and
wherein the fixing elements arranged on the support post are metal sheets positioned obliquely relative to a longitudinal axis of the support post, and
wherein the metal sheets are deflectable relative to the support post without permanent deformation via elastic deformation of the metal sheets or via pre-stressed movable fastenings.

2. The method as claimed in claim 1 , wherein the metal sheets are arranged with a height offset with respect to one another in a direction of the longitudinal axis of the support post.

3. The method as claimed in claim 1 , wherein achievement of the fixing operation is improved by means of additional fixing elements arranged on the receiving structure.

4. The method as claimed in claim 3 , wherein the additional fixing elements arranged on the receiving structure are in the form of annular steel inserts.

5. The method as claimed in claim 1 , wherein, for fixing purposes, a pulling force acting counter to a direction of lowering of the support post is exerted on the support post before the receiving structure is filled with the filling compound.

6. The method as claimed in claim 5 , wherein the pulling force is applied via tensioning wedges introduced between an upper edge of the receiving structure and a stopper plate that is provided on the support post.

7. The method as claimed in claim 1 , wherein, prior to filling the receiving structure with the curable filling compound, the support post is fixed in the receiving structure in an integrally bonded manner.

8. The method as claimed in claim 7 , wherein the fixing operation is achieved by means of a curable fixing compound.

9. The method as claimed in claim 8 , wherein the support post has arranged on it anchor elements which are embedded in the curable fixing compound after the curable fixing compound has been introduced.

10. The method as claimed in claim 8 , wherein movements of the support post in the receiving structure during curing of the fixing compound are reduced by fixing means.

11. The method as claimed in claim 10 , wherein movements of the support post are reduced by means of lug plates as fixing means provided on the support post.

12. The method as claimed in claim 10 , wherein movements of the support post are reduced by means of a head plate as fixing means provided on the support post and bearing frictionally on an upper end of the receiving structure.

13. The method as claimed in claim 8 , wherein the curable fixing compound is a rapidly curing adhesive or mortar.

14. A foundation structure for an offshore wind turbine, for anchoring in a seabed, comprising at least one support post to be introduced into a receiving structure, wherein the support post has fixing elements for temporarily fixing in the receiving structure before grouting is carried out, wherein the fixing elements arranged on the support post are metal sheets positioned obliquely relative to a longitudinal axis of the support post, and wherein the metal sheets are deflectable relative to the support post without permanent deformation via elastic deformation of the metal sheets or via pre-stressed movable fastenings.

15. The foundation structure as claimed in claim 14 , wherein the metal sheets are arranged with a height offset with respect to one another in a direction of a longitudinal axis of the support post.

16. The foundation structure as claimed in claim 15 , wherein a stopper plate is provided on the support post.

Assignees

• Senvion Se

Inventors

• Seidel Marc
• Victor Albrecht

Classifications

• E02D27/425 Primary

  specially adapted for wind motors masts (wind motors per se F03D1/00) · CPC title

• E02D27/32

  Foundations for special purposes {(for paving of roads E01C3/00)} · CPC title

• F03D13/22

  Foundations specially adapted for wind motors · CPC title

• E02B2017/0043

  Placing the offshore structure on a pre-installed foundation structure · CPC title

• E02D27/12

  Pile foundations · CPC title