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21. 发明公开

EP0039590A3 Offshore platform and method of constructing, erecting and dismantling same 失效
标题翻译：海洋平台及其构造，修复和拆分方法
公开(公告)号：EP0039590A3
公开(公告)日：1982-04-21
申请号：EP81301924
申请日：1981-05-01
申请人： GLOBAL MARINE INC.
发明人： Horton, Edward Everett
IPC分类号： E02B17/02
CPC分类号： E02B17/027 , E02B17/0017 , E02B17/021 , E02B2017/0039 , E02B2017/0047 , E02B2017/0056 , E02B2017/0069 , E02B2017/0086
摘要： An offshore structure is provided which is adapted to be fabricated on shore as independent base and deck modules (11) and (12), respectively. The base module (11) includes at least one buoyant section (20). The buoyant section or sections provide buoyancy to the base module during water transport and are flooded to sink and stabilize the base module on the water bottom at a desired offshore location. The base module (11) includes three or more support columns (24, 25, 26, and 27) extending upwardly to adjacent the water surface (13). The deck module (12) is affixed to the base module (11) and is supported by the base module above the water surface (13).
摘要翻译：提供了一种海上结构，其适于在岸上被制造为独立的基座和甲板模块（11）和（12）。基座模块（11）包括至少一个浮力部分（20）。在水运输期间，浮力部分或部分为基座模块提供浮力，并且被淹没以使基部模块在期望的海上位置的水底部上沉降并稳定。基座模块（11）包括向上延伸到邻近水面（13）的三个或更多个支撑柱（24,25,26和27）。甲板模块（12）固定到基座模块（11）上并由基座模块支撑在水面（13）的上方。

22. 发明公开

EP3411529A1 CONTINUITY CONNECTION SYSTEM FOR RESTORATIVE SHELL 有权
公开(公告)号：EP3411529A1
公开(公告)日：2018-12-12
申请号：EP17747964.9
申请日：2017-01-29
申请人： Warstone Innovations, LLC
发明人： KRIEGSTEIN, Stewart
IPC分类号： E02D5/60 , E02D5/64 , E02D31/06 , E04B1/64 , E04C3/34 , E04F13/07
CPC分类号： E02B17/0026 , B29C63/06 , B29C65/48 , B29C66/431 , B29K2307/04 , B29L2031/10 , E02B17/0017 , E02D5/226 , E02D5/60 , E02D5/64 , E02D31/06 , E02D2250/0007 , E02D2300/0021 , E02D2300/0026 , E02D2300/0068 , E04C3/34 , E04F13/0736 , E04G23/0218
摘要： An axial reinforcement system is disclosed that provides a shell (i.e., a form or jacket) that protects a weight-bearing member (e.g., a cement column) from a corrosive environment and which also substantially increases the structural capacity of the weight-bearing member. The shell is integrated with “positioners” and reinforcing elements, the combination of which offers several advantages over conventional shells. The positioner is attached directly to the shell and the positioner is, in turn, secured to a reinforcing element, which can be a reinforced steel, such as rebar, or a carbon fiber reinforced polymer material. The axial reinforcement system has been found to substantially increase the structural rigidity of the weight-bearing member, while at the same time protecting the weight-bearing member from corrosion and is also simple to install.

23. 发明授权

EP3088610B1 SCOUR PROTECTION FOR AN UNDERWATER BOTTOM ALONGSIDE A QUAY WALL, AND METHOD FOR PROVIDING THE SAME 有权
公开(公告)号：EP3088610B1
公开(公告)日：2018-11-14
申请号：EP15165792.1
申请日：2015-04-29
申请人： Dredging International N.V.
发明人： Kroeders, Merel Nicole Roberta , Van der Hoeven, Matthias Lodewijk Elias Brendaad
IPC分类号： E02B3/06 , E02B3/12 , E02B3/14 , E02D15/10 , E02B17/00
CPC分类号： E02B3/06 , E02B3/066 , E02B3/123 , E02B3/14 , E02B17/0017
摘要： A scour protection for an underwater bottom alongside a quay wall is disclosed. The scour protection comprises a foundation/leveling layer of rocks with a size distribution conforming to 100

24. 发明公开

EP3253927A1 OFFSHORE-GRÜNDUNGSSTRUKTUR MIT GANGWAY UND VERBESSERTEM BOATLANDING 有权转让
标题翻译：具有舷梯和改进的浮岛的海上建筑结构
公开(公告)号：EP3253927A1
公开(公告)日：2017-12-13
申请号：EP15787504.8
申请日：2015-10-19
申请人： Maritime Offshore Group GmbH
发明人： REALES BERTOMEO, Emilio
IPC分类号： E02D27/52
CPC分类号： E02B17/00 , B66B9/00 , E02B17/0004 , E02B17/0017 , E02B17/0034 , E02B17/027 , E02B2017/0091 , E02D27/425 , E02D27/52 , E06C9/02
摘要： The invention relates to an offshore foundation structure (1) having a jacket section (2) with a plurality of struts (3) which are interconnected in a framework-like manner, and a receiving means (4) for a tower shaft, in particular for a tower shaft of a wind energy installation. According to the invention, the platform (10) is at least partially arranged in the interior of the jacket section (2). The invention further relates to a gangway and a lift for an offshore foundation structure.

25. 发明公开

EP3181760A1 METHOD FOR PREVENTING FORMATION OF BIOFILM 有权
标题翻译：预防生物膜形成的方法
公开(公告)号：EP3181760A1
公开(公告)日：2017-06-21
申请号：EP15887496.6
申请日：2015-03-27
申请人： The Chugoku Electric Power Co., Inc. , Sessile Research Corporation
发明人： YANAGAWA, Toshiharu , SAITO, Shinsuke , YAMASHITA, Keiji , KAMIYA, Kyoko , HAYASHI, Yoshio
IPC分类号： E02B1/00 , B08B17/02 , C02F1/30
CPC分类号： B08B17/02 , A61L2/10 , B63B59/04 , C02F1/30 , C02F2103/023 , C02F2103/08 , C02F2303/04 , C02F2303/20 , E02B1/00 , E02B17/0017 , E02D31/06
摘要： The present invention is a method of suppressing bio-film formation on a structure in water, including irradiating light comprising the spectrum of 409 to 412 nm to the structure where bio-film formation is to be suppressed.
摘要翻译：本发明是抑制水中结构物的生物膜形成的方法，其包括将具有409至412nm光谱的光照射至要抑制生物膜形成的结构。

26. 发明授权

EP1777348B1 Device and method for offshore installations 有权
标题翻译：海上设施的装置和方法
公开(公告)号：EP1777348B1
公开(公告)日：2017-05-10
申请号：EP05447237.8
申请日：2005-10-21
申请人： Dredging International N.V.
发明人： Van den Bergh, Peter , Ockier, Martin
IPC分类号： E02B17/02 , E02B17/00 , F03D1/00 , F03D13/20
CPC分类号： E02B17/025 , E02B17/0017 , E02B2017/0065 , E02B2017/0082 , E02B2017/0086 , F03D13/10 , F03D13/22 , F05B2240/95 , Y02E10/727

27. 发明授权

EP2841654B1 VORRICHTUNG FÜR DEN KOLKSCHUTZ VON OFFSHORE-BAUWERKEN 有权
标题翻译： DEVICE海上结构的冲刷防护
公开(公告)号：EP2841654B1
公开(公告)日：2016-12-28
申请号：EP13728938.5
申请日：2013-04-22
申请人： Kanand, Anton
发明人： Kanand, Anton
IPC分类号： E02B17/00 , E02B3/12
CPC分类号： E02B17/0017 , E02B3/126

28. 发明公开

EP3051026A1 VORRICHTUNG ZUR DÄMPFUNG UND STREUUNG VON HYDROSCHALL IN EINER FLÜSSIGKEIT 有权
标题翻译： VORRICHTUNG ZURDÄMPFUNG在STREUUNG VON HYDROSCHALL IN EINERFLÜSSIGKEIT
公开(公告)号：EP3051026A1
公开(公告)日：2016-08-03
申请号：EP16160669.4
申请日：2009-04-01
申请人： Elmer, Karl-Heinz
发明人： Elmer, Karl-Heinz
IPC分类号： E02B17/00 , E02B3/06
CPC分类号： E02B3/062 , E02B17/0017 , Y02A10/15
摘要： Die Erfindung betrifft eine Vorrichtung (3) zur Dämpfung und Streuung von Hydroschall und Wellenbewegungen in einer Flüssigkeit, insbesondere Wasser (8), mittels eines ein Gas einschließenden Hüllkörpers (1). Dabei liegt der Erfindung die Aufgabe zugrunde, eine Vorrichtung (3) zu schaffen, mit der die Übertragung und Ausbreitung von Schall und Wellenbewegungen im Wasser (8) reduziert werden, wobei die Vorrichtung (3) sowohl im stehenden Gewässer als auch bei starker Strömung fehlerfrei und kontrollierbar einsetzbar ist und unabhängig von der Wassertiefe einen geringen Energiebedarf aufweist sowie möglichst keine Betriebskosten verursacht, wobei auch der großräumige Einsatz kostengünstig möglich ist. Diese Aufgabe wird gelöst mit einer Vorrichtung (3), die mehrere, jeweils Gas einschließende Hüllkörper (1), ein Trägerelement (2) und einen Massenkörper (10) aufweist, wobei die Hüllkörper (1) zueinander beabstandet an dem Trägerelement (2) angeordnet sind. Durch den Massenkörper (10) wird das vom Hüllkörper (1) eingeschlossene Gas am Aufsteigen im Wasser (8) gehindert, wodurch die Gasvolumina erhalten bleiben und nicht ständig erneuert werden müssen. Eine insbesondere im Offshore-Bereich und bei großen Wassertiefen aufwändige Druckluftversorgung ist nicht erforderlich. Hierdurch ist es möglich, dass das Gas blasenförmig und unabhängig von den herrschenden Umweltbedingungen im Wasser wie Strömung oder Wasserdruck erhalten bleibt. Dem im Hüllkörper (1) eingeschlossenen Gas ist es nicht möglich, mit einer anderen Gasblase zu verschmelzen oder sich zu teilen.
摘要翻译：用于在水中抑制和散射水力和波动的装置包括多个包封体，每个包封体包围气体，并且每个包围体彼此隔开一段距离并被水包围，其中该装置构造成接收流过其中的水声音传播的方向。

29. 发明公开

EP2956588A1 A SCOUR REMEDIATION AND MITIGATION APPARATUS 有权
标题翻译： KOLKENTFERNUNGS-和缓释装置
公开(公告)号：EP2956588A1
公开(公告)日：2015-12-23
申请号：EP14705182.5
申请日：2014-02-18
申请人： Swan Net-Gundry Limited , Norfolk Marine Limited
发明人： GALLAGHER, Jonathan Francis , WILCOX, William Austin
IPC分类号： E02B17/00
CPC分类号： E02B3/126 , E02B1/00 , E02B3/122 , E02B17/0017 , E02B2201/04 , F16L1/123 , Y02W30/687
摘要： The present disclosure is directed towards a scour remediation and mitigation apparatus (100) comprising a plurality of channelled members (108) whereby the channelled members (108) are bound together to form the scour remediation and mitigation apparatus (100). The plurality of channelled members (108) each comprising at least one through hole (105) which forms a channel (105) through the channeled member (108). The plurality of channelled members (108) are bound together such that a plurality of conduits are formed by the channels (105) of the channeled members (108) and by voids (107) intermediate adjacent channelled members (108) within the scour remediation and mitigation apparatus (100). These plurality of conduits allow passage of a moving fluid through the scour remediation and mitigation apparatus (100) whilst simultaneously causing dispersion of kinetic energy of the moving fluid as it passes through the scour remediation and mitigation apparatus (100). The advantage of providing the plurality of conduits within the scour remediation and mitigation apparatus (100) is that the currents which are deflected off seabed structures, and which would otherwise erode at the seabed causing scouring, are diverted, deflected and dispersed through the plurality of conduits, thus mitigating the scouring effect. The energy is dissipated through the conduits and is slowed to the point where the particles on the seabed cannot be lifted and carried away.

30. 发明公开

EP2886788A3 Riser fatigue monitoring 有权转让
标题翻译：提升疲劳监测
公开(公告)号：EP2886788A3
公开(公告)日：2015-11-04
申请号：EP14188554.1
申请日：2014-10-10
申请人： 2HOffshore, Inc. , BP Exploration and Production, Inc.
发明人： Li, Songcheng , Campbell, Michael , Ge, Michael Long
IPC分类号： E21B17/01
CPC分类号： E02B17/0017 , E02B17/0034 , E02B2017/0095 , E21B17/01 , E21B47/0001 , G06F17/5009
摘要： A system and method is provided for determining curvature for subsea riser system, including but not limited to drilling risers, steel catenary risers, lazy-wave catenary risers and riser jumpers, comprising the steps of: periodically measuring acceleration in a first lateral direction at said vertical position to obtain a first acceleration timetrace processing said first acceleration timetrace to obtain a first acceleration spectra; applying a transfer function to said first acceleration spectra to obtain a first curvature spectra; and processing said first curvature spectra to obtain a first curvature timetrace. Preferably the transfer function is determined by a method comprising the step of modelling the riser as a Tensioned Timoshenko Beam.
The curvature may be used to determine stress and fatigue damage in a structure from motions measured at a single location or a combination of motions measured at a single location with or without tension measurement. The method can be used to determine curvature and hence stress and fatigue damage from any source of excitation, for example the excitation at the tension ring by the top tensioner system, and the vortex induced vibration locked in at any water depth.

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