公开(公告)号：EP3094788A1

公开(公告)日：2016-11-23

申请号：EP15737412.5

申请日：2015-01-14

申请人： Wong, Carlos ,  CBJ (Hong Kong) Ocean Engineering Limited

发明人： WONG, Carlos

IPC分类号： E02D27/14 ,  E02D27/52

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).

公开(公告)号：EP3118374A4

公开(公告)日：2018-02-28

申请号：EP15762413

申请日：2015-03-11

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

发明人： WONG CARLOS

IPC分类号： E02B17/00

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

摘要： Provided is a method of installing and constructing a hollow cylindrical pier for fixing an offshore platform structure to the bed, wherein a steel cylinder (101) with an inner diameter slightly greater than the hollow cylindrical pier is driven into the bed (2) until at least the bearing stratum is reached to ensure fixing, and part of the steel cylinder (101) is exposed above the water surface (1); draining ponding inside the steel cylinder (101), and excavating bed sediment inside the steel cylinder (101); cutting off the steel cylinder (101); hoisting a first hollow cylindrical pier section (1A) with a sealed bottom end vertically downwards from the water surface (1) towards the steel cylinder (101), pre-tensioning an overlapping hollow cylindrical pier section on the hollow cylindrical pier section via a shear key structure and then fixedly connecting same with the previous hollow cylindrical pier section, and hoisting same in turn such that after the sealed bottom end of the first hollow cylindrical pier section (1A) reaches near the bottom end of steel cylinder (101), at least part of the lastly hoisted overlapping hollow cylindrical pier section is exposed above the water surface (1); and pouring concrete (107) into a gap between the steel cylinder (101) and the hollow cylindrical piers. Further provided are a method of installing and constructing an offshore platform structure and a hollow cylindrical pier for fixing to the bed and an offshore platform structure.

公开(公告)号：EP2710260A4

公开(公告)日：2014-11-12

申请号：EP11866141

申请日：2011-08-15

申请人： WONG CARLOS ,  WONG LIVIA ,  CHEN LIQIANG ,  NG YUE CHU

发明人： WONG CARLOS ,  WONG LIVIA ,  CHEN LIQIANG ,  NG YUE CHU

IPC分类号： F03D11/04 ,  F03D9/00 ,  F03D9/02

CPC分类号： F03D9/17 ,  B63B1/125 ,  B63B35/44 ,  B63B2001/126 ,  B63B2001/128 ,  B63B2035/446 ,  F03D9/257 ,  F03D13/25 ,  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.

公开(公告)号：EP3166843A1

公开(公告)日：2017-05-17

申请号：EP14897308.4

申请日：2014-12-23

申请人： Wong, Carlos

发明人： Wong, Carlos

IPC分类号： 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 ,  Y02E10/727

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

摘要翻译： 公开了一种半潜式筏风力发电装置及其施工方法。 筏风力发电单元包括至少三个浮子（12）和至少三个构造成放置在浮子（12）上的风力涡轮机（21）。 筏板被构造成绕竖直轴线转动并且通过系泊绳索（36）被固定到海床（2）。 由来风负载产生的力紧密地绕过筏板的几何中心，该筏板距筏板的旋转中心一段距离，从而产生围绕旋转中心的横摆力矩，旋转筏板直到 合力通过几何中心和旋转中心。

公开(公告)号：EP3094788A4

公开(公告)日：2017-08-16

申请号：EP15737412

申请日：2015-01-14

申请人： WONG CARLOS ,  CBJ (HONG KONG) OCEAN ENG LTD

发明人： WONG CARLOS

IPC分类号： E02D27/14 ,  E02D5/40 ,  E02D5/44 ,  E02D19/04 ,  E02D27/18 ,  E02D27/42 ,  E02D27/52 ,  E02D29/09

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： 描述了一种用于将包括海上平台的水上结构的地基固定到海床（2）的施工方法。 该基础包括至少一个在其底部结合有桩帽（43）的空心柱（108）。 在该方法中，桩（49）被驱入海床（2）至设计深度，然后空心柱（108）下降至海床（2）以围绕桩群并由此被支撑。 混凝土被浇注到空心柱（108）的底部，其中已经预先安装了加强钢筋（45）以将传统的大体积混凝土桩平移到适于支撑中空柱的钢筋混凝土小桩帽（43） 108）在施工期间。 将空心柱（108）脱水，切割过长的桩的长度，并固定桩帽加强件（47），然后浇注桩帽（44）的混凝土。 然后在现在固定的中空柱（108）的顶部安装并构建平台甲板。

公开(公告)号：EP2837554A1

公开(公告)日：2015-02-18

申请号：EP12834043.7

申请日：2012-04-11

申请人： Wong, Carlos ,  CBJ Concrete Ocean Platform Engineering (Shanghai) Corp.

发明人：

IPC分类号： B63B35/44 ,  E02D5/22 ,  E02D23/00 ,  E02D25/00 ,  F03D9/00

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 marine platform for offshore wind-power, bridges and offshore buildings and a construction method are disclosed. The platform comprises at least one floater disposed vertically and with a tapered base, the floater being a hollow column; to the base thereof are added small-bore piles or small-bore driven piles fixed to the bedrock or the bearing stratum of the seabed and, together with the soil layer of the tapered base of the floater, capable of supporting external forces. The buoyancy force of the floater can counterbalance the weight of part of the building and transform a tilting load borne by the entire foundation into loads that vertically press down and pull up on a single floater foundation, by means of a spatial structure of multiple floaters. The platform is able to be cast in-situ or prefabricated onshore, assembled at coastal margins, and then towed to the installation location. The marine platform can be used in marine environments with more than 5 meters of soil layer on the sea bed and with a water depth of approximately 5 to 50 meters.

公开(公告)号：EP2710260A1

公开(公告)日：2014-03-26

申请号：EP11866141.2

申请日：2011-08-15

申请人： Wong, Carlos ,  Wong, Livia ,  Chen, Liqiang ,  Ng, Yue Chu

发明人： Wong, Carlos ,  Wong, Livia ,  Chen, Liqiang ,  Ng, Yue Chu

IPC分类号： F03D11/04 ,  F03D9/02

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; 与浮筏连接的发电机; 分别连接到浮筏上并设置在水体中的多个锚固件，用于限制浮筏的位置。 每个浮筏包括至少三个管和连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。

公开(公告)号：EP3118374A1

公开(公告)日：2017-01-18

申请号：EP15762413.1

申请日：2015-03-11

申请人： CBJ (Hong Kong) Ocean Engineering Limited ,  Wong, Carlos

发明人： WONG, Carlos

IPC分类号： E02B17/00

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

摘要： Provided is a method of installing and constructing a hollow cylindrical pier for fixing an offshore platform structure to the bed, wherein a steel cylinder (101) with an inner diameter slightly greater than the hollow cylindrical pier is driven into the bed (2) until at least the bearing stratum is reached to ensure fixing, and part of the steel cylinder (101) is exposed above the water surface (1); draining ponding inside the steel cylinder (101), and excavating bed sediment inside the steel cylinder (101); cutting off the steel cylinder (101); hoisting a first hollow cylindrical pier section (1A) with a sealed bottom end vertically downwards from the water surface (1) towards the steel cylinder (101), pre-tensioning an overlapping hollow cylindrical pier section on the hollow cylindrical pier section via a shear key structure and then fixedly connecting same with the previous hollow cylindrical pier section, and hoisting same in turn such that after the sealed bottom end of the first hollow cylindrical pier section (1A) reaches near the bottom end of steel cylinder (101), at least part of the lastly hoisted overlapping hollow cylindrical pier section is exposed above the water surface (1); and pouring concrete (107) into a gap between the steel cylinder (101) and the hollow cylindrical piers. Further provided are a method of installing and constructing an offshore platform structure and a hollow cylindrical pier for fixing to the bed and an offshore platform structure.

摘要翻译： 本发明提供一种安装和构建用于海上平台结构的固定到床的中空圆柱形墩，worin钢筒（101），其具有内径大于中空圆柱形墩稍大被驱动进入所述床的方法（2），直到在 在达到至少持力层，以确保固定，和钢筒的部分（101）设置在水面以上（1）露出; 排出积水钢筒（101）内，并且挖掘钢筒（101）的内部床沉积物; 切断钢筒（101）; 从水面吊装具有密封的底部端的第一中空圆柱形墩部（1A）垂直向下（1）朝向所述钢筒（101），经由剪切中空圆柱形墩部重叠中空圆柱形墩部的预张紧 在键结构体，然后固定连接相同与前一中空圆柱形墩部，和吊装反过来相同检查没有后的第一个中空圆柱形墩部（1A）的密封底端达到接近钢瓶的底端（101） 的最后悬挂重叠中空圆柱形墩部的至少一部分被所述水面（1）的上方露出; 与浇筑混凝土（107）到钢筒（101）和中空圆柱形墩之间的间隙。 进一步提供的是在安装和海上平台结构以及用于固定到床和海上平台结构的中空圆柱形墩构造的方法。

公开(公告)号：EP2837554A4

公开(公告)日：2016-08-17

申请号：EP12834043

申请日：2012-04-11

申请人： WONG CARLOS ,  CBJ CONCRETE OCEAN PLATFORM ENGINEERING SHANGHAI CORP

IPC分类号： B63B35/44 ,  E02B17/00 ,  E02D23/00 ,  E02D25/00 ,  E02D27/20 ,  E02D27/42 ,  E02D27/52 ,  F03D9/00 ,  F03D13/20

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