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1. 发明公开

US20230348233A1 Upending Elongate Structures Offshore 审中-公开
公开(公告)号：US20230348233A1
公开(公告)日：2023-11-02
申请号：US17908855
申请日：2021-03-02
申请人： Seaway Heavy Lifting Engineering B.V.
发明人： Arnoldus Lourens Bosch , Jeroen Michiel Zwart
IPC分类号： B63B35/00 , E02D15/08 , B66C1/16 , B66C13/08 , B63B27/10 , E02D35/00
CPC分类号： B66C1/16 , B63B27/10 , B63B35/003 , B66C13/08 , E02D15/08 , E02D35/005
摘要： A crane (16) for upending an elongate structure such as a monopile (28) supports elongate rigging elements that are connected to the structure at respective connection axes spaced longitudinally along the structure. At least one of those elements, of fixed length (36), extends to a first connection axis and at least one other of those elements, of variable length (34), extends to a second connection axis. A frame (24) suspended from the crane (16) supports a winch (46) that pays out the variable-length element (34) of the rigging to lengthen that element. This lowers the second connection axis relative to the first connection axis, which serves as a pivot axis about which the structure is upended.

2. 发明公开

US20230203774A1 DEVICES AND METHODS FOR INSTALLING PILES INTO THE GROUND OR SEABED 审中-公开
公开(公告)号：US20230203774A1
公开(公告)日：2023-06-29
申请号：US17917590
申请日：2021-04-08
申请人： Heerema Marine Contractors Nederland SE
发明人： Marco HUISMAN , Marius Gabriël OTTOLINI , Paul Antonius Alphonsus GEENE , Michael John BROWN , Benjamin Pierre Jacques CERFONTAINE , Yaseen Umar SHARIF
IPC分类号： E02D11/00 , E02D13/04 , E02D15/08 , E02D27/52
CPC分类号： E02D11/00 , E02D13/04 , E02D15/08 , E02D27/525
摘要： The present invention relates to a support structure for supporting a top structure, in particular a wind turbine, above the ground or a seabed, the support structure comprising: one single support pile having a length and a first outer diameter, the one single support pile comprising an upper part configured and intended to extend above the ground or the seabed, wherein the upper part of the support pile is configured to be connected to the top structure; a lower part configured to be in contact with the ground or seabed, wherein the support pile is configured to exert an upward vertical force on the top structure in order to carry the top structure; a plurality of foundation guides connected to the lower part of the single support pile, each foundation guide having an opening extending in a direction of the support pile.

3. 发明授权

US4643617A Method of creating offshore seabed mound 失效
标题翻译：造海上海底土方法
公开(公告)号：US4643617A
公开(公告)日：1987-02-17
申请号：US731889
申请日：1985-05-08
申请人： Haruki Kanno , Hidekazu Tsuyoshi , Kou Nishinakagawa , Makoto Hara , Tetsuo Mochida , Tsugio Hisaka , Munekazu Miyaki , Minoru Kawarada , Hideaki Kawarabayashi
发明人： Haruki Kanno , Hidekazu Tsuyoshi , Kou Nishinakagawa , Makoto Hara , Tetsuo Mochida , Tsugio Hisaka , Munekazu Miyaki , Minoru Kawarada , Hideaki Kawarabayashi
IPC分类号： E02D15/08 , E02D3/12 , E02D15/10 , E02D23/02 , E02D27/18 , E02D27/26 , E02D27/30 , E02D27/52 , E02D3/00
CPC分类号： E02D3/12 , E02D27/18 , E02D27/26 , E02D27/30
摘要： A seabed mound creating method suitable for a construction of a large scale offshore structure comprises the steps of setting up a plurality of sheet piles along the outer periphery of a mound creation region in a seabed area of soft ground to form an earth-retaining wall projecting from the seabed, and raising the ground level of the seabed within the earth-retaining wall by depositing soft soil into the earth-retaining wall to heap the deposited soil to a predetermined height. The method further comprises the step of implementing a ground improvement process to both the heaped-up soft soil and the soft ground of the seabed within the earth-retaining wall so that the ground improvement process is provided to a predetermined depth below the seabed, thus to form a seabed mound integral with the improved ground. The seabed mound may be provided at the upper portion with a projection area serving as a shear key with respect to a horizontal external force. Such a seabed mound can eliminate difficulty in supplying mound materials even when constructing a structure in an offshore area. When the ground improvement process is equally implemented to both a seabed ground and the heaped up soft soil, the seabed integrally formed with the improved ground can be created. Thus, a great shear strength due to such an integral structure can resist a horizontal external force, thereby ensuring high security.
摘要翻译：一种适用于大型海上结构建设的海床土墩制造方法，其特征在于包括沿着软土地层的墩形成区域的外周设置多张板桩，形成突出的挡土墙通过将土壤中的软土沉积到挡土墙中，将沉积的土壤堆积到预定的高度，从而提高了挡土墙内海底的地面水平。该方法还包括对地板保持墙内堆积的软土和海底软土进行地面改良处理的步骤，以便将地面改良过程提供到海底以下的预定深度，从而形成与改良的地面一体的海床土堆。可以在上部设置海底土墩，其具有相对于水平外力作为剪切键的投影区域。即使在近海地区构造结构，这样的海底堆垛也可以消除堆垛材料的供应困难。当地面改善过程同时实施到海床地面和堆积的软土时，可以形成与改进的地面一体形成的海床。因此，由于这种整体结构而产生的很大的剪切强度可以抵抗水平的外力，从而确保高的安全性。

4. 发明授权

US3756179A Immersion process for heavy underwater structures with particular applications for underwater oil tanks 失效
标题翻译：用于水下油罐的特殊应用的重型水下结构的渗透方法
公开(公告)号：US3756179A
公开(公告)日：1973-09-04
申请号：US3756179D
申请日：1971-07-23
申请人： ELF ENTREPRISE
发明人： LAFFONT M
IPC分类号： B63B35/44 , E02B17/00 , E02D15/08 , B63B35/02 , B65D89/10
CPC分类号： E02D15/08 , B63B35/44 , E02B17/00
摘要： This invention relates to an immersion process for structures whereby the structure to be immersed is equipped with at least two groups of floats each comprising at least two individual floats in which, by using elongated floats attached vertically to the structure to be immersed and capable of being ballasted or unballasted by the filling or emptying of a central compartment forming the principal ballast, an operation is carried out alternately on each one of the floats in each group consisting either in the ballasting of the said float followed by unballasting and by the simultaneous release of a given length of the chain or cable connecting the structure to the float, or solely in the release of a given length of the chain or cable, the associated float being empty and its position in relation to the structure being fixed during this operation, and in which this operation is carried out simultaneously or alternately on each group of floats until the structure is immersed in the proper position. Both the safety and the performance of the immersion system are thus improved.
摘要翻译：本发明涉及一种用于结构的浸渍工艺，其中要浸入的结构装备有至少两组浮子，每组包括至少两个单独的浮子，其中通过使用垂直于待浸入的结构垂直连接并且能够被通过填充或排空形成主要镇流器的中央隔室进行压载或无压力，在每组中的每个浮子上交替地进行操作，其中包括在所述浮子的压载中，然后进行非压制，同时释放将结构连接到浮子的链或电缆的给定长度，或者仅仅在链条或电缆的给定长度的释放中，相关联的浮子是空的，并且其在该操作期间相对于结构的位置被固定，以及其中这种操作同时或交替地在每组浮子上进行，直到结构浸入道具中呃位置。浸入式系统的安全性和性能都得到了改善。

5. 发明授权

US3727701A Reversible air-punching mechanism for making holes in soil by compaction 失效
标题翻译：用于通过压缩在土壤中制造孔的可反转的空气冲击机构
公开(公告)号：US3727701A
公开(公告)日：1973-04-17
申请号：US3727701D
申请日：1971-02-08
申请人： INST GORNOGO DELA SIBIRSKOGO O
发明人： SUDNISHNIKOV B , SOLOMKO V , REINSBURG A , TUPITSYN K , PLAVSKIKH V , KOSTYLEV A , GURKOV K
IPC分类号： E02D3/02 , E02D3/054 , E02D3/08 , E02D15/08 , E21B4/14 , E21B3/12
CPC分类号： E02D3/054 , E02D3/02 , E02D3/08 , E02D15/08 , E21B4/145
摘要： The invention relates to reversible air-punching mechanisms for making holes in soil by compaction. According to the invention, the mechanism comprises a hollow housing in which a striker reciprocated by compressed air, strikes the housing and thus moves it through the ground. The compressed air is delivered into the working chambers through an air-feed bushing which is provided with two rows of ports getting alternately in line with the corresponding rows of ports in the hollow slide valve accommodated in the bushing as said slide valve turns around its longitudinal axis. For turning the slide valve, it is connected with the bushing by a projection which moves along an enclosed shaped recess during the reciprocating motion of the slide valve when the mechanism is reversed by cutting off momentarily the supply of compressed air to the mechanism.
摘要翻译：本发明涉及通过压实在土壤中制造孔的可逆气动冲孔机构。

6. 发明授权

US11492772B2 Device and method for providing a sizeable, slender object with a longitudinal direction into an underwater bottom 有权
公开(公告)号：US11492772B2
公开(公告)日：2022-11-08
申请号：US16965348
申请日：2019-01-29
申请人： DEME Offshore BE NV
发明人： Dieter Wim Rabaut , Kenneth Gerard Vannieuwenhuyse , Sven André Christiane De Bock
IPC分类号： E02B17/00 , F03D13/25 , B63B75/00 , B63B35/00 , E02D7/00 , E02D13/04 , E02D15/08 , E02D27/52 , E02D7/02
摘要： Described is a device for providing a sizeable, slender object having a longitudinal direction into an underwater bottom from a deck of a vessel. The device includes a lifting means configured to take up the object at a lifting point thereof and position it on the underwater bottom; an upending tool connected to an edge of the vessel and configured to engage a first circumferential part of the object suspended from the lifting means and provide a pivot around which the object can be upended; and a gripping tool connected to an edge of the vessel and configured to engage a second circumferential part of the object suspended from the lifting means, whereby the first and second circumferential parts are optionally spaced apart in the longitudinal direction of the object. The gripping tool includes an actuator system configured to act on at least one of the upending tool and the gripping tool and control movements of at least one of the first and the second circumferential parts, relative to the vessel. A method using the device is also described.

7. 发明授权

US07661905B2 Suction pile installation method and suction pile for use in said method 失效
标题翻译：抽吸桩安装方法和抽吸桩用于所述方法
公开(公告)号：US07661905B2
公开(公告)日：2010-02-16
申请号：US11607012
申请日：2006-12-01
申请人： Samy Alhayari
发明人： Samy Alhayari
IPC分类号： E02D15/08 , E02D5/22 , B63B21/27
CPC分类号： B63B21/27 , E02D7/28 , E02D2250/0053
摘要： Suction pile installation method comprising the steps of lowering a suction pile to the sea bed, while keeping a top end substantially closed providing openings in the suction pile near a lower end, the interior of the suction pile being in open fluid communication with the exterior via the openings, dropping the pile onto the sea bed, while allowing air to escape from the pile via said openings, and allowing the suction pile to penetrate into the sea bed driven substantially by its weight over such a distance that the openings become closed from the exterior, and pumping air from the suction pile for driving the pile further into the sea bed.
摘要翻译：抽吸桩安装方法包括以下步骤：将吸入桩降低到海床，同时保持顶端基本上闭合，在靠近下端的抽吸桩中提供开口，吸入桩的内部与外部通路开放地流体连通开口，将桩放在海床上，同时允许空气经由所述开口从桩中排出，并且允许抽吸桩穿过其基本上由它的重量驱动的海床，使得开口从外部抽吸，并从抽吸桩抽取空气，以进一步将桩驱动进入海床。

8. 发明授权

US4567867A Rotary engine 失效
标题翻译：旋转发动机
公开(公告)号：US4567867A
公开(公告)日：1986-02-04
申请号：US622656
申请日：1984-06-20
申请人： Ronald S. Eisenhour
发明人： Ronald S. Eisenhour
IPC分类号： F02B53/00 , E02D15/08 , F01C1/10 , F02B1/04 , F02B53/12
CPC分类号： E02D15/08 , F01C1/104 , F02B53/12 , F02B1/04 , F02B2053/005 , Y02T10/17
摘要： A rotary engine including a housing having a special planetary curved surface opening and including a drive shaft interconnected with a belt by a plurality of drive rollers. Chambers are formed between rotating planetary rollers which move within the opening and the belt. The belt has segmented lobes formed thereon which are moved about the drive rollers to compress the fluid in the chambers cyclically to perform work. An internal combustion rotary engine is disclosed in which a spark plug is secured to the housing at the point in the cycle where maximum pressure is developed in the chambers.
摘要翻译：一种旋转发动机，其包括具有特殊行星曲面开口的壳体，并且包括通过多个驱动辊与带相互连接的驱动轴。在开口和带内移动的旋转行星辊之间形成腔室。皮带具有形成在其上的分段叶片，其围绕驱动辊移动以循环地压缩腔室中的流体以执行工作。公开了一种内燃式旋转发动机，其中在室内产生最大压力的循环中的点处将火花塞固定到壳体。

9. 发明授权

US4127007A Installation for releasing submerged floats 失效
标题翻译：安装用于释放淹没的浮标
公开(公告)号：US4127007A
公开(公告)日：1978-11-28
申请号：US779022
申请日：1977-03-14
申请人： Francis D. A. Mathieu , Edmond Saintenoy
发明人： Francis D. A. Mathieu , Edmond Saintenoy
IPC分类号： E02D15/08 , F16L1/00 , F16L3/00
CPC分类号： E02D15/08
摘要： An installation for the release of floats supporting by individual cables a structure submerged in an aqueous medium, comprising attachment means fixed on the structure and co-operating with one end of said cable, the other end carrying the float, liberating means co-operating with said attachment means, and a control station for said liberating means, wherein the first of said liberating means is connected to a principal control line connected to the control station, the subsequent liberating means being connected together in such manner that they are automatically and successively actuated after said first liberating means has been actuated via the principal control line, the principal control line and the connections between successive liberating means consisting of fluid pressure lines or electric cables.
摘要翻译：一种用于释放由单个电缆支撑的浮体的装置，该结构浸没在水性介质中，包括固定在结构上并与所述电缆的一端配合的附接装置，与该电缆的一端配合的浮动装置，所述附接装置和用于所述释放装置的控制站，其中所述释放装置中的第一个连接到连接到控制站的主控制线，随后的释放装置以这样的方式连接在一起，使得它们被自动地和连续地致动在所述第一释放装置已经通过主控制线，主控制线和由流体压力线或电缆组成的连续释放装置之间的连接被致动之后。

10. 发明授权

US3950954A Method and apparatus for applying loads to piles driven under water 失效
标题翻译：用于在水下驱动的桩施加载荷的方法和装置
公开(公告)号：US3950954A
公开(公告)日：1976-04-20
申请号：US535084
申请日：1974-12-20
申请人： Stanley C. Haug
发明人： Stanley C. Haug
IPC分类号： E02D7/20 , E02D15/08 , E02B17/00
CPC分类号： E02D7/20 , E02D15/08
摘要： A pile loading system for piles which are driven into the earth under a body of water wherein a buoyant vessel such as a barge or system of barges, is pinned to at least one spud positioned in the earth below the water and a rigid jacking frame is mounted on the vessel to extend above a pile. The vessel is ballasted, as by flooding, to impose a compressive load on the spud and a jack is then positioned between the pile and the frame and is actuated to transfer the load from the spud to the pile. The load may be applied for the purpose of testing the pile or for driving it further into the earth.
摘要翻译：用于在水体下被驱动进入地下的桩的桩装载系统，其中诸如驳船或驳船系统的浮力船只被固定在位于水下面的地球中的至少一个桩杆上，并且刚性起重机架是安装在船上以在桩上方延伸。船只通过淹没将其压载在桩脚上施加压缩载荷，然后将千斤顶定位在桩和框架之间，并且启动以将载荷从桩墩传递到桩。负载可以用于测试桩或将其进一步驱动到地球中。

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