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1. 发明授权

US6082931A Modular maritime dock design 失效
标题翻译：模块化海上码头设计
公开(公告)号：US6082931A
公开(公告)日：2000-07-04
申请号：US102596
申请日：1998-06-22
申请人： Mark A. Hopper
发明人： Mark A. Hopper
IPC分类号： E02B3/06 , E02D23/02 , E02D27/18 , E02D29/02 , E02D5/54 , E02D23/16
CPC分类号： E02D23/02 , E02B3/06 , E02D27/18 , E02D29/02 , E02D29/0233
摘要： A maritime dock structure including a plurality of hollow modules each having a buoyancy force associated therewith. A plurality of anchors are coupled to the modules and embedded in an underwater bed. Each anchor opposes the buoyancy force of its associated module as well as lateral forces and load forces directed into the underwater bed.
摘要翻译：一种海上码头结构，包括多个中空模块，每个空心模块具有与其相关联的浮力。多个锚固件联接到模块并且嵌入在水下床中。每个锚与其相关联的模块的浮力以及指向水下床的横向力和载荷力相反。

2. 发明授权

US5510656A Wave energy converter 失效
标题翻译：波能量转换器
公开(公告)号：US5510656A
公开(公告)日：1996-04-23
申请号：US137018
申请日：1993-11-02
申请人： Alan A. Wells
发明人： Alan A. Wells
IPC分类号： E02B3/04 , E02B9/08 , E02D23/16 , F03B13/14 , F03B13/10 , F03B13/00 , F03B13/12 , H02P9/04
CPC分类号： F03B13/142 , E02B3/04 , E02B9/08 , E02D23/16 , Y02E10/32 , Y02E10/38
摘要： In a method and apparatus for anchoring a structure such as a wave collector, sediment is pumped from the sea bed into the base of the structure. Hydraulic tuning of a wave energy converter collector, an advantageous rotor structure and a means of smoothing wave-to-electricity energy conversion are also described and claimed.
摘要翻译： PCT No.PCT / GB92 / 00711 Sec。 371日期：1993年11月2日 102（e）日期1993年11月2日PCT提交1992年4月16日PCT公布。出版物WO92 / 18704 日期：1992年10月29日。在用于锚定诸如波浪收集器的结构的方法和装置中，将沉积物从海床泵送到结构的基部。还描述和要求保护波能量转换器收集器的液压调谐，有利的转子结构和平滑波到电能的转换的手段。

3. 发明授权

US4695200A Membrane seal for a removable bottom founded structure 失效
标题翻译：用于可拆卸底部构造结构的膜密封
公开(公告)号：US4695200A
公开(公告)日：1987-09-22
申请号：US869525
申请日：1986-06-02
申请人： Larry Hall , John H. Goodacre
发明人： Larry Hall , John H. Goodacre
IPC分类号： E02B3/16 , E02B17/00 , E02D23/16 , E02D21/00
CPC分类号： E02B17/027 , E02B17/0021 , E02B3/16 , E02D23/16 , E02B2017/0043 , E02B2017/0052 , E02B2017/0069
摘要： The Removable Bottom Founded Structure (RBFS) is an offshore platform for petroleum drilling and producing operations which is deployed in waters with severe weather and iceberg conditions. The structure is normally held down by gravity, but during the deballasting procedure a hold-down system is employed to keep the platform on the subbase until site evacuation. The system that is used to hold the platform down onto the subbase is located where the platform meets the subbase. It operates on the principle of hydrostatics. On the underside of the columns, there are multiple chambers which may be evacuated by pumping and which are vented to the outside atmosphere. Flexible seals that define these chambers are positively engaged by water to create a fluid-tight seal so that no seawater will enter the evacuated chambers. The reduction of the buoyancy forces will hold the platform onto the subbase until such time as the platform is totally deballasted. Once that has occurred, the hydrostatic hold-down system is disengaged and the platform will quickly rise to the surface.
摘要翻译：可移动底部结构（RBFS）是石油钻井和生产作业的海上平台，部署在恶劣天气和冰山条件的水域。该结构通常被重力压住，但是在卸载过程中，采用压紧系统将平台保持在底座上，直到抽空。用于将平台保持在子基础上的系统位于平台与底座相交的位置。它以流体静力学原理运行。在柱的下侧，有多个室可以通过泵送排出并排放到外部大气。限定这些室的柔性密封件由水积极地接合以产生流体密封，使得没有海水进入抽真空室。浮力的减少将使平台保持在底座上，直到平台完全脱落为止。一旦发生这种情况，静压压紧系统就会脱离，平台将快速上升到表面。

4. 发明授权

US4695197A Elastomeric seal for a removable bottom founded structure 失效
标题翻译：弹性密封件，用于可拆卸的底座结构
公开(公告)号：US4695197A
公开(公告)日：1987-09-22
申请号：US839492
申请日：1986-03-13
申请人： Brian J. Watt , Dilipkumar N. Bhula , Jal N. Birdy
发明人： Brian J. Watt , Dilipkumar N. Bhula , Jal N. Birdy
IPC分类号： E02B3/16 , E02B17/00 , E02D23/16 , E02B17/02
CPC分类号： E02B17/0021 , E02B17/00 , E02B3/16 , E02D23/16 , E02B2017/0043 , E02B2017/0052
摘要： The Removable Bottom Founded Structure (RBFS) is an offshore platform for petroleum drilling and producing operations intended for deployment in waters with severe weather and iceberg conditions. The structure is normally held down by gravity, but during the deballasting procedure a hold-down system is employed to keep the platform on the subbase until site evacuation. The system that is used to hold the platform down onto the subbase is located where the platform meets the subbase. It operates on the principle of hydrostatics. On the underside of the columns there are elastomeric seals that define chambers between the column and the subbase which may be evacuated by pumping. Pressure by the platform weight forces the elastomeric seals down onto the subbase to create a fluid-tight seal so that no seawater will enter the evacuated chambers. The reduction of the buoyancy forces will hold the platform onto the subbase until such time as the platform is totally deballasted. Once that has occurred, the hydrostatic hold-down system is disengaged and the platform will quickly rise to the surface.
摘要翻译：可移动底部结构（RBFS）是用于石油钻探和生产作业的海上平台，旨在部署在恶劣天气和冰山条件的水域。该结构通常被重力压住，但是在卸载过程中，采用压紧系统将平台保持在底座上，直到抽空。用于将平台保持在子基础上的系统位于平台与底座相交的位置。它以流体静力学原理运行。在柱的下侧有弹性体密封件，其限定柱和底座之间的腔室，其可以通过泵送而排出。平台重量的压力迫使弹性体密封件下降到底座上，以产生流体密封，从而不会使海水进入抽真空室。浮力的减少将使平台保持在底座上，直到平台完全脱落为止。一旦发生这种情况，静压压紧系统就会脱离，平台将快速上升到表面。

5. 发明授权

US4521133A Caisson for underwater structures 失效
标题翻译：水下结构沉箱
公开(公告)号：US4521133A
公开(公告)日：1985-06-04
申请号：US443109
申请日：1982-11-19
申请人： Shoichi Suzuki , Wataru Ohta , Noriaki Sakurai , Michio Yamashita
发明人： Shoichi Suzuki , Wataru Ohta , Noriaki Sakurai , Michio Yamashita
IPC分类号： E01D19/02 , E01D101/00 , E02D23/16 , E02D27/52 , E04G9/00 , E02D27/18
CPC分类号： E02D23/16
摘要： A caisson for an underwater structure is provided comprising an elongated sponge mat fitted along the outer edge of the base of the frame, said sponge mat being molded from a plastic material and having a skin of a dense foam structure and an interior of a coarse foam structure, a plurality of small holes being provided in said sponge mat so as to extend crosswise, or transversely to the longitudinal direction of the mat, from one side of the mat to the other side, and at least one rope being passed through each of said holes, each of said ropes being of a length equal to or greater than the length of the corresponding small hole.
摘要翻译：提供了一种用于水下结构的沉箱，其包括沿着框架的基部的外边缘安装的细长的海绵垫，所述海绵垫由塑料材料模制并具有致密泡沫结构的皮肤和粗泡沫的内部在所述海绵垫中设置多个小孔，以便从所述垫的一侧横向延伸或横向于所述垫的纵向方向延伸到所述垫的一侧，并且至少一根绳穿过每个所述垫所述孔，每条所述绳索的长度等于或大于相应小孔的长度。

6. 发明授权

US3998062A Sea floor supported structures with crushable support 失效
标题翻译：海底支撑结构具有可挤压支撑
公开(公告)号：US3998062A
公开(公告)日：1976-12-21
申请号：US589716
申请日：1975-06-23
申请人： Kenneth Wilson Lange
发明人： Kenneth Wilson Lange
IPC分类号： B65D90/12 , E02B17/02 , E02D23/16 , E02D5/00
CPC分类号： B65D90/12 , E02B17/02 , E02D23/16
摘要： The improvement in an offshore structure having a rigid base adapted to rest on a sea floor comprising a crushable supporting means mounted beneath the base and projecting downwardly therefrom, and adapted to be partially crushably compressed between the base and the sea floor when the structure is submerged to rest on the sea floor, thereby supporting the structure temporarily or permanently.
摘要翻译：海上结构的改进，其具有适于搁置在海底上的刚性基座，包括安装在基座下方并从其底部向下突出的可压溃支撑装置，并且当结构被淹没时适于部分地压缩在基座和海底之间休息在海底，从而临时或永久地支持结构。

7. 发明授权

US3939664A Large diameter tubular piles and the bedding thereof 失效
标题翻译：大直径管状桩及其床垫
公开(公告)号：US3939664A
公开(公告)日：1976-02-24
申请号：US485705
申请日：1974-07-03
申请人： Georges Mazier , Jean Paul Geffriaud , Daniel Gouvenot
发明人： Georges Mazier , Jean Paul Geffriaud , Daniel Gouvenot
IPC分类号： E02D3/12 , E02D5/10 , E02D5/28 , E02D5/32 , E02D5/50 , E02D5/54 , E02D5/80 , E02D15/00 , E02D23/16 , E02D5/22
CPC分类号： E02D5/54 , E02D5/10 , E02D5/28
摘要： A large diameter tubular pile for bedding into a borehole has an auxiliary tube extending inside it and a series of axially spaced apart holes through its wall which communicate with the interior of the auxiliary tube through discharge pipes which are arranged to allow flow only from the auxiliary tube to outside the pile. The pile is bedded in a borehole by first inserting the pile and then introducing into the auxiliary tube an injection pipe having a pair of axially spaced apart plugs which seal against the inner wall of the auxiliary tube. The injection pipe is located so that the plugs seal on opposite sides of an opening into a discharge pipe, and grout under pressure is forced from the injection pipe through the discharge pipe into the borehole around the pile. This procedure may be repeated for the other discharge pipes.
摘要翻译：用于床上用于钻孔的大直径管状桩具有在其内部延伸的辅助管和穿过其壁的一系列轴向间隔开的孔，其通过排出管与辅助管的内部连通，排出管仅允许从辅助管到堆的外面。通过首先插入桩然后将桩插入到辅助管中，注入管具有一对轴向间隔开的塞子，该塞子密封在辅助管的内壁上。注射管的位置使得塞子在开口的相对侧密封到排放管中，并且在压力下的灌浆被迫从注射管通过排出管进入桩周围的钻孔中。对于其他排放管，可以重复该过程。

8. 发明申请

US20140026518A1 CONSTRUCTION METHOD FOR ROOT-TYPE FOUNDATION ANCHORAGE AND BORED, ROOT-TYPE CAST IN-SITU PILE WITH ANCHOR BOLTS 审中-公开
标题翻译：基础类型基础锚固和镗孔的结构方法，带锚固螺栓的基础类型铸件
公开(公告)号：US20140026518A1
公开(公告)日：2014-01-30
申请号：US14111252
申请日：2011-04-30
申请人： Tu Xiaobei , Yin Yonggao , Sun Dunhua
发明人： Tu Xiaobei , Yin Yonggao , Sun Dunhua
IPC分类号： E02D23/16
CPC分类号： E02D23/16 , E02D5/34
摘要： The invention discloses a construction method for rooted foundation anchorage, comprising the following steps: precasting a concrete caisson in sections, excavate or bore hole for the caisson sinking, reserving holes for projection of anchor roots in the wall of caisson; cleaning the bottom of the bore hole, and sealing the bottom with concrete; precasting the beam type concrete roots and, within the bore hole, projecting the roots into the earth around the caisson; sealing a concrete cover over the bore hole to form a flat cap, which can be used as the cap of a bridge foundation. The invention also discloses a construction method for a root-type cast in-situ bored pile with anchor roots, comprising the following steps: placing a reinforcement cage in a bored hole; each guide framework is internally provided with anchor roots; using a vibration extruder to squeeze the roots in the reinforcement cage; using the squeezing head of the vibration extruder to squeeze the anchor roots from top to bottom gradually. The invention greatly improves the traditional foundation structure. The anchor roots increases friction and structural stability greatly, thus making it possible to reduce gravity of the structure.
摘要翻译：本发明公开了一种扎根基础锚固施工方法，包括以下步骤：对沉箱进行预制混凝土沉箱，开挖沉孔或钻孔，为沉桩墙预留锚根孔洞; 清理钻孔底部，并用混凝土密封底部; 预制梁型混凝土根，在钻孔内，将根部放入沉箱周围的地下; 将混凝土盖密封在钻孔上方以形成平盖，其可以用作桥基座的盖。本发明还公开了一种具有锚根的根型铸造原位钻孔桩的施工方法，包括以下步骤：将加筋笼放置在钻孔中; 每个引导框架内部都有锚根; 使用振动挤出机挤压加固笼中的根部; 使用振动挤压机的挤压头逐渐从上到下挤压锚根。本发明大大提高了传统的基础结构。锚根大大增加了摩擦力和结构稳定性，从而可以减轻结构的重力。

9. 发明授权

US4695192A Flapper-type sealing system for a removable bottom founded structure 失效
标题翻译： Flapper型密封系统，用于可拆卸的底座结构
公开(公告)号：US4695192A
公开(公告)日：1987-09-22
申请号：US835420
申请日：1986-03-03
申请人： Richard New
发明人： Richard New
IPC分类号： E02B3/16 , E02B17/00 , E02D23/16
CPC分类号： E02B3/16 , E02B17/00 , E02B2017/0052
摘要： The Removable Bottom Founded Structure (RBFS) is an offshore platform for petroleum drilling and producing operations intended for deployment in waters with severe weather and iceberg conditions. The structure is normally held down by gravity, but during the deballasting procedure a hold-down system is employed to keep the platform on the subbase until site evacuation. The system that is used to hold the platform down onto the subbase is located where the platform meets the subbase. It operates on the principle of hydrostatics. On the underside of the columns there are multiple chambers which may be evacuated by pumping and which are vented to the outside atmosphere. Flexible seals that define these chambers are positively engaged by this evacuation to create a fluid-tight seal so that no seawater will enter the evacuated chambers. The reduction of the buoyancy forces in the chambers will hold the platform onto the subbase until such time as the platform is totally deballasted. Once that has occurred, the hydrostatic hold-down system is disengaged and the platform will quickly rise to the surface.
摘要翻译：可移动底部结构（RBFS）是用于石油钻探和生产作业的海上平台，旨在部署在恶劣天气和冰山条件的水域。该结构通常被重力压住，但是在卸载过程中，采用压紧系统将平台保持在底座上，直到抽空。用于将平台保持在子基础上的系统位于平台与底座相交的位置。它以流体静力学原理运行。在柱的下侧有多个室，可以通过泵送排空，并且排放到外部大气。限定这些腔室的柔性密封件通过这种抽空而正向接合，以产生流体密封，使得海水不会进入抽真空室。室内的浮力的减少将使平台保持在底座上，直到平台被完全去除。一旦发生这种情况，静压压紧系统就会脱离，平台将快速上升到表面。

10. 发明授权

US4632604A Frozen island and method of making the same 失效
标题翻译：冷冻岛和制作相同的方法
公开(公告)号：US4632604A
公开(公告)日：1986-12-30
申请号：US638792
申请日：1984-08-08
申请人： Andy M. McKelvy
发明人： Andy M. McKelvy
IPC分类号： E02B17/02 , E02D3/115 , E02D23/02 , E02D23/16 , E02D27/52 , E02D21/00
CPC分类号： E02D23/16 , E02B17/028 , E02D23/02 , E02D27/52 , E02D3/115
摘要： An island adapted to be put into place in arctic regions in a body of water having a soil layer below water level and above a permafrost line. In one form of the island, an island body is placed on the soil layer, the island body comprising a number of vertically stacked layers of freezable material, the bottom of each layer having a freeze panel adjacent thereto in heat exchange relationship therewith. A coolant flowing through the panels causes the soil layer and the freezable layers to freeze, the coolant source being on the island body at any suitable location. The island body surrounds a recess which also contains several layers of freezable material separated by freeze panels adapted to receive a coolant for flow in heat exchange relationship to the freezable layers. By freezing the freezable layers, the island body is provided with a monolithic construction and the island body is bonded to the soil layer. In another form of the island, a caisson is floated to a location above a dredged-out area in the soil layer and then lowered into place. The caisson is adjacent to the soil layer and separated by a space which is filled with fresh water which can be frozen when a coolant flows through an adjacent freeze panel in heat exchange relationship to the fresh water. Alternately, the caisson is supported on a number of layers of freezable material with each layer being separated by a freeze panel having means for directing a coolant in heat exchange relationship to the freezable layer. If it is desired to separate the caisson from the frozen soil layer, warm fluid is directed in heat exchange relationship to the soil layer to break the bond between the caisson and the soil layer, whereupon the caisson can be rendered buoyant and floated away to a new site.
摘要翻译：一个适应于北极地区的一个岛屿，在一个水体中，土壤层位于水位低于永久冻土线以上。在岛的一种形式中，岛体被放置在土壤层上，岛体包括多个垂直堆叠的可冷冻材料层，每层的底部具有与其相邻的冷冻板与其的热交换关系。流过面板的冷却剂使得土层和可冷冻层冻结，冷却剂源在任何合适的位置处在岛体上。岛体包围一个凹槽，该凹槽还包含由冷冻面板隔开的几层可冷冻材料，适于接收与可冷冻层的热交换关系的冷却剂。通过冷冻可冷冻层，岛体设置有整体结构，并且岛体结合到土壤层。在岛的另一种形式中，将沉箱漂浮到土层中的疏浚区域上方的位置，然后下降到位。沉箱与土壤层相邻并且被填充有淡水的空间分隔开，当冷却剂以与淡水热交换的关系流过相邻的冷冻面板时，该空间可被冷冻。或者，沉箱支撑在多个可冷冻材料层上，每个层由具有用于引导与可冷冻层的热交换关系的冷却剂的装置的冷冻板隔开。如果希望将沉箱与冻土层分开，则温热的流体与土层热交换，以破坏沉积物与土层之间的粘结，因此沉箱可以浮起并浮起来新网站

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