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公开(公告)号：US11286636B2
公开(公告)日：2022-03-29
申请号：US16851499
申请日：2020-04-17
申请人： Daniel Bartminn , Bernadette Zipfel
发明人： Daniel Bartminn , Bernadette Zipfel
摘要： A foundation for an offshore structure is disclosed. The foundation includes a tower having an anchoring portion anchored in the seabed and a connecting portion arranged at the opposite end. The foundation also includes a power generation system arranged above the water surface connected to the connecting portion of the tower. A natural frequency of the offshore structure lies below an excitation component one times the rotational frequency 1P of at least one exciting component. The foundation also includes at least one restoring element connected to the tower via one or more transition pieces. The restoring element is designed such that, in a skewed position of the tower, tensile and/or compressive forces can be transferred to the tower by means of the restoring element such that the tower can be straightened up.
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公开(公告)号：US20200240102A1
公开(公告)日：2020-07-30
申请号：US16851499
申请日：2020-04-17
申请人： Daniel Bartminn , Bernadette Zipfel
发明人： Daniel Bartminn , Bernadette Zipfel
摘要： A foundation for an offshore structure is disclosed. The foundation includes a tower having an anchoring portion anchored in the seabed and a connecting portion arranged at the opposite end. The foundation also includes a power generation system arranged above the water surface connected to the connecting portion of the tower. A natural frequency of the offshore structure lies below an excitation component one times the rotational frequency 1P of at least one exciting component. The foundation also includes at least one restoring element connected to the tower via one or more transition pieces. The restoring element is designed such that, in a skewed position of the tower, tensile and/or compressive forces can be transferred to the tower by means of the restoring element such that the tower can be straightened up.
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公开(公告)号：US20240035248A1
公开(公告)日：2024-02-01
申请号：US18481386
申请日：2023-10-05
申请人： Daniel Bartminn , Volker Herwig , Benjamin Matlock
发明人： Daniel Bartminn , Volker Herwig , Benjamin Matlock
CPC分类号： E02D33/00 , E02D7/18 , G01N3/32 , G01N2203/0007 , G01N2203/0676
摘要： The application relates to a method for assessing the load bearing capacity of an inserted pile, including: applying, by a vibrator device arranged at the inserted pile, the inserted pile with a measuring pulse string during at least one vibration time period, detecting, by at least one detection module, motion data of the inserted pile caused by the measuring pulse string during a measuring time period, determining at least one downward motion data set from the detected motion data; and evaluating the downward motion data set such that a load bearing capacity criterion is determined.
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4.发明公开公开(公告)号：US20240035244A1
公开(公告)日：2024-02-01
申请号：US18482492
申请日：2023-10-06
申请人： Daniel Bartminn
发明人： Daniel Bartminn
CPC分类号： E02B17/0004 , E02B17/0008 , F03D13/25 , E02B2017/0091 , E02B2017/0065
摘要： Method for manufacturing a connection between two tube segments of a tower-like structure, in particular a wind power plant, in which a first tube segment is pushed into a second tube segment at the end face and an annular space is formed between the tube segments, two at least partially circumferential joining elements spaced apart from one another in the longitudinal direction of the tube segments are arranged in the annular space, the joining elements being arranged on an outer wall and/or on an inner wall of one of the tube segments, the tube segments are coupled together via the joining elements, and a mechanical parameter of the mechanical coupling between the tube segments is detected via at least one sensor on at least one of the tube segments, the annular gap being filled with casting compound after initial installation of the structure based on the mechanical parameter.
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公开(公告)号：US11679953B2
公开(公告)日：2023-06-20
申请号：US17574335
申请日：2022-01-12
申请人： Jörn Runge , Daniel Bartminn
发明人： Jörn Runge , Daniel Bartminn
CPC分类号： B65H49/18 , B65H55/04 , B65H57/00 , F03D13/25 , F03D80/85 , H02G1/10 , H02G9/12 , H02G11/02 , B65H2701/34 , F05B2230/60
摘要： A power cable arrangement, in particular marine power cable, for offshore wind farms, including at least one cable drum device with a cable drum. The power cable arrangement includes at least one power cable wound on the cable drum with at least one cable end configured to pre-installing at a cable connection of a wind energy device. The power cable is wound on the cable drum such that a first section of the power cable is wound inversely to a further section of the power cable.
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公开(公告)号：US20230047054A1
公开(公告)日：2023-02-16
申请号：US17951863
申请日：2022-09-23
申请人： Daniel Bartminn , Henrik Stiesdal
发明人： Daniel Bartminn , Henrik Stiesdal
摘要： The application relates to a floatable foundation structure for an offshore structure including at least one floating body arrangement and at least one mass arrangement. The mass arrangement is connected to the floating body arrangement by at least one holding rope in a coupling state. Further, in the coupling state for coupling the floating body arrangement to the mass arrangement, a coupling section of the holding rope is arcuately guided around a contact section of the mass arrangement.
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公开(公告)号：US20210340958A1
公开(公告)日：2021-11-04
申请号：US17375528
申请日：2021-07-14
摘要： Supporting structure, in particular for a wind power plant, having at least two sub-segments which are at least partially connected to one another and are respectively formed from a metal plate having a longitudinal extent and a width extent. The longitudinal extent being greater than the width extent, and the sub-segments each having longitudinal edges extending in longitudinal extent and being connected to one another at mutually abutting joint surfaces along the longitudinal edges by a welded joint respectively. The sub-segments respectively have end edges extending in width, the sub-segments being bent along their end edges respectively. The respective welded joint has in sections a thickness which is smaller than a wall thickness of the metal plate and in sections a thickness which corresponds at least to the wall thickness of the metal plate.
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公开(公告)号：US12024846B2
公开(公告)日：2024-07-02
申请号：US18481386
申请日：2023-10-05
申请人： Daniel Bartminn , Volker Herwig , Benjamin Matlock
发明人： Daniel Bartminn , Volker Herwig , Benjamin Matlock
CPC分类号： E02D33/00 , E02D7/18 , G01N3/32 , G01N2203/0007 , G01N2203/0676
摘要： The application relates to a method for assessing the load bearing capacity of an inserted pile, including: applying, by a vibrator device arranged at the inserted pile, the inserted pile with a measuring pulse string during at least one vibration time period, detecting, by at least one detection module, motion data of the inserted pile caused by the measuring pulse string during a measuring time period, determining at least one downward motion data set from the detected motion data; and evaluating the downward motion data set such that a load bearing capacity criterion is determined.
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公开(公告)号：US20230366167A1
公开(公告)日：2023-11-16
申请号：US18030023
申请日：2021-09-07
申请人： Daniel BARTMINN
发明人： Daniel BARTMINN , Artur CZARNECKI
CPC分类号： E02D27/525 , E02D27/425 , E02D2200/1685 , E02D2300/0026 , E02D2300/0018 , E02D2250/0023 , E02B2017/0091
摘要： A foundation for an offshore structure, more particularly an offshore wind turbine structure, comprising: at least one tower-like foundation structure with a circumferential foundation wall extending in the longitudinal direction, the foundation wall being delimited at the lower end by a lower-end end face, the foundation wall being formed from a mineral construction material; and at least one binding element, which is formed from a metal material and is arranged on the lower-end end face, the length of the binding element from the lower-end end face to a lower end of the binding element being at least 0.5 m.
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公开(公告)号：US11807343B2
公开(公告)日：2023-11-07
申请号：US17951863
申请日：2022-09-23
申请人： Daniel Bartminn , Henrik Stiesdal
发明人： Daniel Bartminn , Henrik Stiesdal
CPC分类号： B63B35/44 , B63B75/00 , B63B2035/446
摘要： The application relates to a floatable foundation structure for an offshore structure including at least one floating body arrangement and at least one mass arrangement. The mass arrangement is connected to the floating body arrangement by at least one holding rope in a coupling state. Further, in the coupling state for coupling the floating body arrangement to the mass arrangement, a coupling section of the holding rope is arcuately guided around a contact section of the mass arrangement.
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