The patent badge is an abbreviated version of the USPTO patent document. The patent badge does contain a link to the full patent document.

The patent badge is an abbreviated version of the USPTO patent document. The patent badge covers the following: Patent number, Date patent was issued, Date patent was filed, Title of the patent, Applicant, Inventor, Assignee, Attorney firm, Primary examiner, Assistant examiner, CPCs, and Abstract. The patent badge does contain a link to the full patent document (in Adobe Acrobat format, aka pdf). To download or print any patent click here.

Date of Patent:
May. 18, 2021

Filed:

Jul. 19, 2018
Applicant:

Innogy SE, Essen, DE;

Inventors:

Karlheinz Daum, Maxdorf, DE;

Daniel Bartminn, Elmshorn, DE;

Claus Linnemann, Essen, DE;

Colin Billington, Maidenhead, GB;

Assignee:

INNOGY SE, Essen, DE;

Attorney:
Primary Examiner:
Int. Cl.
CPC ...
E02B 17/02 (2006.01); E02D 27/52 (2006.01); B63B 73/00 (2020.01); B63B 35/44 (2006.01); E02B 17/00 (2006.01); E02D 5/30 (2006.01); E02D 5/48 (2006.01); E02D 27/42 (2006.01);
U.S. Cl.
CPC ...
E02D 27/525 (2013.01); B63B 35/44 (2013.01); B63B 73/00 (2020.01); E02B 17/0008 (2013.01); E02B 17/02 (2013.01); E02B 17/027 (2013.01); E02D 5/30 (2013.01); E02D 5/48 (2013.01); E02B 2017/0043 (2013.01); E02B 2017/0065 (2013.01); E02B 2017/0091 (2013.01); E02D 27/425 (2013.01); E02D 2200/1685 (2013.01); E02D 2250/0023 (2013.01); E02D 2300/0001 (2013.01); E02D 2300/002 (2013.01); E02D 2300/0006 (2013.01); E02D 2300/0029 (2013.01); E02D 2300/0051 (2013.01); E02D 2600/00 (2013.01);
Abstract

An offshore structure having a foundation structure, wherein the foundation structure has at least a first and a second profile, the first profile is designed as a pile and the second profile is designed as a pile sleeve, the second profile encloses the first profile over a penetration length, wherein an interspace is formed between the first and the second profile, the interspace has a casting compound filling over the total penetration length, shear elements are provided on the first and/or the second profile, the shear elements extend into the interspace and effect an axial load dissipation into the casting compound filling, the shear elements are provided only over a first partial length of the penetration length, the first partial length is between 65 and 90% of the total penetration length and a second partial length is free of shear elements, wherein the second partial length forms the upper length of the penetration length in the installed position.


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