公开(公告)号：US09567720B2

公开(公告)日：2017-02-14

申请号：US14394400

申请日：2012-04-11

申请人： Carlos Wong ,  Liqiang Chen

发明人： Carlos Wong ,  Liqiang Chen

IPC分类号： E02B17/00 ,  B63B35/44 ,  E02D27/42 ,  E02D27/20 ,  E02D27/52 ,  B63B21/50

CPC分类号： E02B17/00 ,  B63B1/107 ,  B63B21/502 ,  B63B35/44 ,  B63B2001/128 ,  B63B2021/505 ,  B63B2035/446 ,  E02B17/0008 ,  E02B2017/0043 ,  E02B2017/0073 ,  E02B2017/0091 ,  E02D27/20 ,  E02D27/425 ,  E02D27/525 ,  F03D13/22 ,  F03D13/25 ,  F05B2240/93 ,  F05B2240/95 ,  Y02B10/30 ,  Y02E10/727

摘要： An offshore platform for a marine environment includes a regulating tower section supporting at least one offshore wind turbine, at least one buoyancy tube connected between the regulating tower section, the at least one buoyancy tube having a tapered lower end extending to a seabed, and a concrete bed within the seabed. The tapered lower end is a cone-shaped bottom slab having a flat top surface with an apex of the cone-shaped bottom slab pointing downward towards the seabed. The concrete bed includes a reversed cone-shaped indentation to which the cone-shaped bottom slab is to be fixed within that was formed in the concrete bed by the cone-shaped bottom slab prior to the concrete bed hardening to a final design strength.

摘要翻译： 用于海洋环境的海上平台包括支撑至少一个海上风力涡轮机的调节塔架段，连接在调节塔架部分之间的至少一个浮力管，该至少一个浮力管具有延伸到海底的锥形下端，以及 海床内的混凝土床。 锥形下端是具有平坦顶面的锥形底板，锥形底板的顶点朝向海床向下指向。 混凝土床包括反转的锥形凹陷，锥形底板将在混凝土床硬化之前由锥形底板在混凝土床中形成，以固化到最终设计强度。

公开(公告)号：US20150071711A1

公开(公告)日：2015-03-12

申请号：US14394400

申请日：2012-04-11

申请人： Carlos Wong ,  Liqiang Chen

发明人： Carlos Wong ,  Liqiang Chen

IPC分类号： E02B17/00

CPC分类号： E02B17/00 ,  B63B1/107 ,  B63B21/502 ,  B63B35/44 ,  B63B2001/128 ,  B63B2021/505 ,  B63B2035/446 ,  E02B17/0008 ,  E02B2017/0043 ,  E02B2017/0073 ,  E02B2017/0091 ,  E02D27/20 ,  E02D27/425 ,  E02D27/525 ,  F03D13/22 ,  F03D13/25 ,  F05B2240/93 ,  F05B2240/95 ,  Y02B10/30 ,  Y02E10/727

摘要： A partially floating supported marine platform for offshore wind turbines, bridges and offshore buildings includes horizontal beams and hollow, cylindrically-shaped and vertically disposed buoyancy tubes interconnected to form the marine platform. A cone matching technique may be employed to fast fix the buoyancy tubes onto concrete beds in the seabed that are prepared in advance. Piling support to enhance the foundation of the platform may be used, to be installed within the buoyancy tube interior using small diameter piles that are driven down into the concrete beds and socketed into bedrock. The buoyancy tubes are capped at top and bottom ends, providing buoyancy to the platform at temporary and/or at permanent states. All manual operations for installing piling support are performed in dry conditions, thus expensive piling vessels are not required, thereby providing an economical and safe technology for the development of the ocean.

摘要翻译： 用于海上风力涡轮机，桥梁和海上建筑物的部分浮动的支撑海洋平台包括水平梁和中空的，圆柱形的和垂直布置的浮力管，其相互连接以形成海洋平台。 可以使用锥形匹配技术来将浮力管快速固定在预先准备的海底的混凝土床上。 可以使用打桩支撑来增强平台的基础，将其安装在浮力管内部，使用小直径桩向下驱动到混凝土床中并插入基岩。 浮力管在顶端和底端被盖住，在临时和/或永久状态下向平台提供浮力。 用于安装打桩支架的所有手动操作都是在干燥条件下进行的，因此不需要昂贵的打桩船，从而为海洋开发提供经济和安全的技术。

公开(公告)号：US20170218919A1

公开(公告)日：2017-08-03

申请号：US15324339

申请日：2014-12-23

申请人： Carlos Wong

发明人： Carlos Wong

IPC分类号： F03D7/02 ,  F03D13/25 ,  B63B1/10 ,  B63B21/26 ,  B63B1/12 ,  B63B21/20 ,  F03D9/25 ,  B63B35/44

CPC分类号： F03D7/0204 ,  B63B1/107 ,  B63B1/125 ,  B63B21/20 ,  B63B21/26 ,  B63B21/50 ,  B63B35/44 ,  B63B2021/203 ,  B63B2035/446 ,  F03D9/25 ,  F03D13/25 ,  F05B2240/93 ,  F05B2240/95 ,  F05B2240/97 ,  F05B2270/20 ,  Y02E10/721 ,  Y02E10/723 ,  Y02E10/725 ,  Y02E10/727

摘要： Disclosed are a semi-submersible raft wind power generation unit and a construction method therefor. The raft wind power generation unit includes at least three floaters (12) and at least three wind turbines (21) configured to be placed on the floaters (12). The raft is configured to turn about a vertical axis and be fixed to a seabed (2) by a mooring line (36). A force resultant from an incoming wind load passes closely around the center of geometry of the raft, which is a distance away from the center of rotation of the raft so that a yaw moment about the center of rotation is created that rotates the raft until the force resultant passes through the center of geometry and center of rotation

公开(公告)号：US20100064674A1

公开(公告)日：2010-03-18

申请号：US12211194

申请日：2008-09-16

申请人： Carlos Wong ,  Livia Wong ,  Zhaohui Xiong

发明人： Carlos Wong ,  Livia Wong ,  Zhaohui Xiong

IPC分类号： E01D18/00 ,  E01D19/00 ,  F17C5/06

CPC分类号： E01D1/00 ,  E01D2/02 ,  E01D2/04 ,  E01D2101/30 ,  F17C2205/0107 ,  F17C2205/0119 ,  F17C2205/013 ,  F17C2221/031 ,  F17C2223/0123 ,  H02J15/006 ,  Y02E60/15 ,  Y02P80/12

摘要： The invention is an Energy Storage Bridge (ESB) consisting of air-tight steel pipes, which are used to store the compressed air as stored energy, also used as the load carrying structural elements of the bridge. The stored energy can be the unwanted grid power or the intermittent regenerated energy sources. When the energy is needed, the compressed air is released to convert back to electricity, or to make use of the compressed air to produce hot water during its compression cycle, and cool air at its decompression and expansion cycle when it absorbs heat- an air conditioning technology called Air Cycle Air Conditioning (ACAC) widely used in commercial aircraft. For sea-crossing bridges, because of their great lengths the bridge body volume is enormous, and because of their remoteness from populated areas, they suit well for mass energy storage attached to power plants. With safety measures built in the steel pipes, the ESB can be applied to city road bridges. Since these bridges are not far from populated areas, they can be used as small energy storage units that provide the nearby industrial and commercial complex as well as residential buildings hot water and compressed air for air-conditioning using ACAC technology. The process eliminates the conversion of compressed air back to electricity, but directly uses the compression and decompression cycles to supply hot water and cool air for air-conditioning to the nearby consumers.

摘要翻译： 本发明是一种由气密钢管组成的能量存储桥（ESB），用于将压缩空气作为储存能量存储，也用作承载桥梁的结构元件。 存储的能量可以是不需要的电网电力或间歇再生的能源。 当需要能量时，压缩空气被释放以转换回电，或者利用压缩空气在其压缩循环期间产生热水，并且当其吸收空气时在其减压和膨胀循环中冷却空气 空调技术称为空中循环空调（ACAC），广泛应用于商用飞机。 对于跨海大桥，由于桥梁体积庞大，桥梁体积巨大，而且由于人口稠密，因此适用于发电厂的大量能源储存。 采用钢管内置安全措施，ESB可应用于城市道路桥梁。 由于这些桥梁距离人口稠密地区不远，因此可用作小型储能装置，可使用ACAC技术提供附近的工业和商业综合体以及住宅建筑热水和用于空调的压缩空气。 该过程消除了将压缩空气转换回电，但直接使用压缩和减压循环为附近的消费者提供热水和冷空气用于空调。

公开(公告)号：US11448193B2

公开(公告)日：2022-09-20

申请号：US16882514

申请日：2020-05-24

申请人： Carlos Wong ,  ZHUHAI KALUOSI (MACAU) ENGINEERING CONSULTANT LTD.

发明人： Carlos Wong

IPC分类号： B63B35/44 ,  F03D13/25 ,  B63B21/50

摘要： A self-aligning to the incoming wind floating platform supporting multiple wind turbines (17, 18) forms a wind power generation unit. Under horizontal wind, the wind load resultant passes the center of geometry (or “C.Geo”) of the wind load receiving areas of the floating platform, but not the turning axis (15). This results in a yaw moment about the turning axis (15) to turn the floating platform, until the wind load resultant simultaneously passes through the C.Geo and the turning axis (15). A wind park or wind farm may include at least one of these floating platforms that are capable of self-aligning to the incoming wind for electric power generation. The floating platform helps reduce the length of a submarine power cable (44) of the platform, hence reducing electric resistance and subsequently heat loss, thereby reducing the cost of the submarine power cable (44).

公开(公告)号：US20160340852A1

公开(公告)日：2016-11-24

申请号：US15111889

申请日：2015-01-14

申请人： CARLOS WONG ,  CBJ (HONG KONG) OCEAN ENGINEERING LIMITED

发明人： Carlos Wong

IPC分类号： E02D5/40 ,  E02D27/52 ,  E02D5/44 ,  E02D27/18 ,  E02D27/42 ,  E02D29/09 ,  E02D19/04

CPC分类号： E02D5/40 ,  E02D5/44 ,  E02D19/04 ,  E02D27/18 ,  E02D27/425 ,  E02D27/52 ,  E02D27/525 ,  E02D29/06

摘要： A construction method for fixing a foundation of a waterborne structure including an offshore platform to a seabed (2) is described. The foundation includes at least one hollow column (108) which incorporates a pile cap (43) at its bottom. In the method, piles (49) are driven into the seabed (2) to a design depth, and the hollow column (108) is then lowered to the seabed (2) so as to surround the pile group and be supported thereby. Concrete is cast into the bottom of the hollow column (108), wherein reinforcement steel bar (45) has been pre-installed to translate the conventional mass concrete plug into a reinforced concrete small pile cap (43) adapted to support the hollow column (108) thereon during construction. The hollow column (108) is de-watered, excessive pile length is cut, and pile cap reinforcement (47) is fixed followed by concrete casting of the pile cap (44). A platform deck is then installed and constructed on top of the now-fixed hollow column (108).

摘要翻译： 描述了将包括海上平台的水上结构的基础固定在海底（2）上的施工方法。 基座包括至少一个中空柱（108），其在其底部包括桩帽（43）。 在该方法中，桩（49）被驱动到海底（2）中至设计深度，然后将空心柱（108）下降到海底（2），以围绕桩组并被支撑。 混凝土被浇铸到中空塔（108）的底部，其中已经预先安装加强钢筋（45）以将常规的大体积混凝土塞翻转成适于支撑中空塔的钢筋混凝土小桩帽（43） 108）。 将空心柱（108）脱水，切断多余的长度，固定桩帽加固件（47），然后进行桩帽（44）的混凝土浇铸。 然后在现有固定的空心柱（108）的顶部上安装和构造平台甲板。

公开(公告)号：US08896144B2

公开(公告)日：2014-11-25

申请号：US12912793

申请日：2010-10-27

申请人： Carlos Wong ,  Livia Wong ,  Zhaohui Xiong

发明人： Carlos Wong ,  Livia Wong ,  Zhaohui Xiong

IPC分类号： F03D9/02 ,  F03D7/02 ,  F16D31/02 ,  F03D9/00

CPC分类号： F03D9/028 ,  F03D9/17 ,  F03D9/25 ,  F03D9/28 ,  F03D13/22 ,  Y02E10/725 ,  Y02E60/15 ,  Y02E60/17

摘要： A wind turbine energy storage system includes a hollow wind turbine tower shaft having a top end and a bottom end covered by top and bottom end caps respectively to form a tank. A compressor is coupled to the wind turbine for compressing air into the tank through a high pressure pipe and valve assembly. The compressed air stored in the tank can be released on demand or on a fixed schedule. A method of storing energy in a wind turbine is also disclosed.

摘要翻译： 风力涡轮机能量存储系统包括中空的风力涡轮机塔架轴，其具有分别由顶端盖和底端盖覆盖的顶端和底端以形成罐。 压缩机联接到风力涡轮机，用于通过高压管道和阀门组件将空气压入箱中。 储存在罐中的压缩空气可以根据需要或固定的时间表进行释放。 还公开了一种在风力涡轮机中储存能量的方法。

公开(公告)号：US08595349B1

公开(公告)日：2013-11-26

申请号：US11703416

申请日：2007-02-07

申请人： Carlos Wong ,  Yuh-Yen Yen ,  Bhavin Thaker

发明人： Carlos Wong ,  Yuh-Yen Yen ,  Bhavin Thaker

IPC分类号： G06F15/16 ,  G06F3/00 ,  G06F12/00 ,  G06F11/00

CPC分类号： G06F9/4843 ,  G06F11/202 ,  G06F11/3096 ,  G06F2201/86 ,  G06F2201/865

摘要： Method or apparatus for passive process monitoring is described. One aspect of the invention relates to monitoring a process executing on a computer system. An operating system is instructed to report at least one event related to process termination. Termination of the process is detected in response to a reported instance of the at least one event by the operating system. A notification is provided to an agent in the computer system that the process has terminated.

摘要翻译： 描述了用于被动过程监控的方法或装置。 本发明的一个方面涉及监视在计算机系统上执行的过程。 指示操作系统报告与过程终止相关的至少一个事件。 响应于由操作系统报告的至少一个事件的实例来检测该过程的终止。 向计算机系统中的代理提供通知，该进程终止。

公开(公告)号：US20160376762A1

公开(公告)日：2016-12-29

申请号：US15264049

申请日：2016-09-13

申请人： Carlos Wong ,  CBJ (HONG KONG) OCEAN ENGINEERING LTD.

发明人： Carlos Wong

IPC分类号： E02D7/00 ,  E02B17/02 ,  E02D27/52 ,  E02B17/00

CPC分类号： E02D7/00 ,  E02B17/0008 ,  E02B17/027 ,  E02B2017/0039 ,  E02B2017/0043 ,  E02D27/525

摘要： In a construction method for planting a hollow column (21) in a seabed (2) for supporting a waterborne structure (11) thereon, a steel tube (101) is driven into the bed (2) to the founding stratum (5), with materials of the bed (2) within tube (101) excavated and any surplus steel tube (101) cut off. A first segment (1A) is inserted into tube (101), then second/subsequent segments (2A-8A) are joined tightly to its previous segment (1A-7A) to form column (21). Pressure grouting fills gaps between the tube (101) and column (21). Upon hardening, the tube (101) and column (21) form an integral unit adapted to take loads due to a surface friction resistance present between the steel tube (101) outer surface and soil materials (4) of the seabed (2), and due to an end bearing resistance present between the base of column (21) and the founding stratum (5).

摘要翻译： 在用于在其上支撑水性结构（11）的海底（2）中种植中空柱（21）的构造方法中，钢管（101）被驱动到床（2）中，到构造层（5）， 挖出管（101）内的床（2）的材料，并且任何剩余的钢管（101）被切断。 第一段（1A）插入管（101）中，然后第二/随后段（2A-8A）紧紧地连接到其先前段（1A-7A）以形成柱（21）。 压力灌浆填充管（101）和柱（21）之间的间隙。 在硬化时，管（101）和柱（21）形成整体单元，其适于由于存在于钢管（101）外表面和海底（2）的土壤材料（4）之间的表面摩擦阻力而承受负载， 并且由于柱（21）的基部和成形层（5）之间存在端部承载阻力。

公开(公告)号：US08662793B2

公开(公告)日：2014-03-04

申请号：US13111954

申请日：2011-05-20

申请人： Carlos Wong ,  Livia Wong

发明人： Carlos Wong ,  Livia Wong

IPC分类号： B63B35/44

CPC分类号： F03D13/25 ,  B63B1/125 ,  B63B35/44 ,  B63B2001/126 ,  B63B2001/128 ,  B63B2035/446 ,  F03D9/17 ,  F03D9/257 ,  F05B2240/93 ,  F05B2240/95 ,  F05B2250/11 ,  F05B2260/42 ,  Y02E10/727 ,  Y02E60/15

摘要： A floating wind farm includes a plurality of floating rafts connected with one another and being disposed in a body of water below the water by a predetermined distance; a plurality of wind turbines connected to the floating rafts respectively and being configured to be driven by wind and thereby generate power; a power generator connected to the floating rafts; a plurality of anchors connected to the floating rafts respectively and disposed in the body of water for confining the location of the floating rafts. Each of the floating rafts includes at least three pipes and a plurality of ballast blocks attached to the pipes. The pipes are configured to store air compressed by the power generated by the wind turbines. The power generator is configured to generate and output electricity from the compressed air stored in the pipes.

摘要翻译： 浮式风力发电场包括彼此连接的多个浮筏，并且设置在水下方的水体中预定距离; 分别连接到浮筏的多个风力涡轮机，并被构造成由风驱动，从而发电; 连接到浮筏的发电机; 分别连接到浮筏上并设置在水体中的多个锚，用于限制浮筏的位置。 每个浮筏包括至少三个管和附接到管的多个压载块。 管道被配置为存储由风力涡轮机产生的动力压缩的空气。 发电机被配置为从存储在管道中的压缩空气产生和输出电力。