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1. 发明申请

WO2014113909A1 钢板和混凝土复合结构的单元罐、单元组罐及海上平台审中-公开
公开(公告)号：WO2014113909A1
公开(公告)日：2014-07-31
申请号：PCT/CN2013/070808
申请日：2013-01-22
申请人：吴植融
发明人：吴植融
IPC分类号： B65D88/78
CPC分类号： E02B17/02 , B63B35/44 , B63B35/4413 , B63B2035/442 , B63B2035/448 , B65D88/02 , B65D88/78 , E02B17/0017 , E02B17/025 , E02B17/027 , E02B17/06 , E02B2017/0039 , E02B2017/0043 , E02B2017/0056 , E02B2017/0069 , E02D23/02 , E02D23/10 , E02D25/00 , E02D27/12 , E02D27/18 , E02D27/20 , E02D27/38 , E02D27/52 , E02D27/525 , E02D29/00 , E02D29/06 , E04H7/02 , E04H7/04 , E04H7/18 , F17C2201/0104 , F17C2201/054 , F17C2203/0341 , F17C2203/0362 , F17C2203/0379 , F17C2203/0631 , F17C2203/0639 , F17C2203/0678 , F17C2205/0111 , F17C2221/033 , F17C2221/035 , F17C2223/0153 , F17C2223/0161 , F17C2223/033
摘要：一种钢板和混凝土复合结构的单元罐、单元组罐、及海上平台，所述单元罐包括：混凝土外罐，包括外筒体，设置在所述外筒体两端的封头和连接结构；钢制内罐，包括内筒体，设置在所述内筒体两端的外延结构，所述内筒体通过所述外延结构与所述外筒体相连接；隔离层，由所述钢制内罐与所述混凝土外罐之间的空隙构成，在所述隔离层内填充有隔离介质。所述单元组罐由一个或至少两个单元罐构成；所述海上平台包括上述单元罐。上述单元罐结构强度高，施工建造难度低，复杂性小。

2. 发明申请

WO2013076133A3 FOUNDATION AND METHOD OF MANUFACTURE 审中-公开
标题翻译：基金会和制造方法
公开(公告)号：WO2013076133A3
公开(公告)日：2013-11-21
申请号：PCT/EP2012073220
申请日：2012-11-21
申请人： CETEAL , CATHIE ASSOCIATES SARL , D V OFFSHORE , BUSINESS CRESCENDO
发明人： DUPOUY HENRY , HUMMEL THIERRY , HAMMANN MARTIN , JACQUEMET CYRILLE , DUTHEIL DE LA ROCHERE ALAIN
IPC分类号： E02D23/02 , E02D23/16
CPC分类号： E02D23/16 , E02D23/02
摘要： A foundation for an off-shore structure comprises: - a hollow gravity caisson (8) fillable with water, and having a bottom surface, - one bag (13), attached to the caisson, extending below the caisson and fillable with a dense fluid element. The bag (13) comprises a flexible envelope (16) having a flexible bottom (21) and flexible peripheral walls (22) extending from the bottom to the caisson. Not all the bottom surface (8b) of the caisson has a bag below.
摘要翻译：离岸结构的基础包括： - 可填充水的中空重力沉箱（8），并具有底面， - 附接到沉箱的一个袋（13），在沉箱下方延伸并且可以用致密流体填充元件。袋（13）包括具有柔性底部（21）的柔性包层（16）和从底部延伸到沉箱的柔性周壁（22）。并不是所有的沉箱的底面（8b）都有一个下面的袋子。

3. 发明申请

WO1997021875A2 MODULAR CAISSONS FOR USE IN CONSTRUCTING, EXPANDING AND MODERNIZING PORTS AND HARBORS 审中-公开
标题翻译：用于建筑，扩建和现代化港口和港口的模块化
公开(公告)号：WO1997021875A2
公开(公告)日：1997-06-19
申请号：PCT/US1996019869
申请日：1996-12-09
申请人： CHATTEY, Nigel
IPC分类号： E02D00/00
CPC分类号： E02B3/066 , E02B3/06 , E02D23/02 , Y02A10/15
摘要： A plurality of floatable modular caissons are constructed onshore, either in whole or in part, towed to a desired site for port and harbor construction, expansion or modernization, precisely trimmed and ballasted down, and assembled in different combinations to form marine structures and/or integrated marine structures/marine cargo terminals to construct breakwaters, breakwater piers, bulkhead wharves, wharves and piers. The breakwaters and/or breakwater piers are arranged to form a protected port or harbor and are designed to withstand maximum force waves and winds at the harbor site. As an integral part of the breakwater piers, modular caissons are assembled to form marine cargo terminals, such as liquid bulk terminals and LNG/LPG terminals. On the leeward side of the breakwaters and/or breakwater piers, other modular caissons are assembled to form a wide variety of marine structures (such as bulkhead wharves, wharves and piers) and/or integrated marine structures/marine cargo terminals (such as dry bulk and liquid bulk terminals, container terminals, general cargo terminals, roll-on/roll-off terminals and the like). The various marine structures and integrated marine structures/marine cargo terminals may be disassembled and the caissons ballasted up and towed away for use at another port and harbor site. The rapid deployment and assembly potential of the marine structures/marine terminals as well as their potential for rapid disassembly and removal to another site makes the modular caissons ideally suited for many naval and military applications.
摘要翻译：多个可漂浮的模块化沉箱在陆上建造，全部或部分地被牵引到期望的地点进行港口建造，扩建或现代化，精确修剪和压载，并组装成不同的组合以形成海洋结构和/或综合海洋结构/海运码头，建造防波堤，防波堤，隔板码头，码头和码头。防波堤和/或防波堤被设置成形成受保护的港口或港口，并设计成可承受港口最大的力波和风。作为防波堤码头的组成部分，组装式沉箱组装形成船用货物码头，如液货舱和LNG /液化石油气终端。在防波堤和/或防波堤码头的背风侧，组装其他模块化沉箱，形成各种各样的海洋结构（如隔板码头，码头和码头）和/或集成的海洋结构/海运货物码头（如干燥散装和液体散货码头，集装箱码头，普通货物码头，滚装/滚降终端等）。各种海洋结构和综合海洋结构/海运货物码头可能被拆卸，沉箱踩踏和拖曳在另一个港口和港口使用。海洋结构/船舶终端的快速部署和组装潜力及其快速拆卸和移除到另一地点的潜力使得模块化沉箱非常适合许多海军和军事应用。

4. 发明申请

WO1981001645A1 A DYNAMIC INTERNAL FITTING SYSTEM FOR A SPORT SHOE 审中-公开
标题翻译：用于运动鞋的动态内部配件系统
公开(公告)号：WO1981001645A1
公开(公告)日：1981-06-25
申请号：PCT/US1980001670
申请日：1980-12-16
申请人： SPADEMAN R
IPC分类号： A43B05/04
CPC分类号： E02D23/02 , A43B5/0447 , A43B5/0452 , E04H3/08 , E04H5/02
摘要： A dynamic internal fitting system for a sport shoe (1) in which there is provided a foot-engaging means (5) for engaging a foot, a lower extremity-engaging means (6) for engaging the leg to which the foot is attached, an assembly (7) for movably mounting the lower extremity-engaging means (6) in said sport shoe (1) for movement of said lower extremity-engaging means (6) and a coupling assembly (8) for coupling said lower extremity-engaging means (6) and said foot-engaging means (5) for tightening and loosening the foot-engaging means (5) relative to said foot as said leg-engaging assembly (6) is moved.
摘要翻译：一种用于运动鞋（1）的动态内部装配系统，其中设置有用于接合脚的脚部接合装置（5），用于接合脚部的腿部的下肢接合装置（6）用于将所述下肢接合装置（6）可移动地安装在所述运动鞋（1）中以用于所述下肢接合装置（6）的运动的组件（7）和用于联接所述下肢接合装置当所述腿部接合组件（6）移动时，所述脚部接合装置（5）用于相对于所述脚部紧固并松开所述脚部接合装置（5）。

5. 发明申请

WO2011073627A3 FOUNDATION STRUCTURE 审中-公开
标题翻译：基金会结构
公开(公告)号：WO2011073627A3
公开(公告)日：2011-08-04
申请号：PCT/GB2010002291
申请日：2010-12-17
申请人： ALSTOM TECHNOLOGY LTD , ALSTOM HYDRO FRANCE , ALLTON RICHARD , GILSON PHILIPPE
发明人： ALLTON RICHARD , GILSON PHILIPPE
IPC分类号： E02D23/12 , E02B17/02 , E02D15/08 , E02D23/02 , E02D27/06 , E02D27/52
CPC分类号： E02D23/12 , E02B9/08 , E02B2017/0039 , E02D23/02 , E02D27/52 , Y02E10/28
摘要： A foundation structure (10) for locating an object (14) mounted on the foundation structure (10) on a sea bed or a river bed comprises an integral buoyancy device (22) having variable buoyancy and a rigid control surface (23). The integral buoyancy device (22) is movable relative to the foundation structure (10) to vary the position of the rigid control surface (23) and to control the position of the centre of buoyancy relative to the position of the centre of gravity. This stabilises the foundation structure 10 during submergence and surfacing. A method for controlling the deployment and retrieval of the foundation structure (10) is also described.
摘要翻译：用于将安装在基础结构（10）上的物体（14）定位在海床或河床上的基础结构（10）包括具有可变浮力的整体浮力装置（22）和刚性控制表面（23）。整体浮力装置（22）可相对于基础结构（10）移动以改变刚性控制表面（23）的位置并且控制浮力中心相对于重心位置的位置。这在淹没和堆放过程中稳定了基础结构10。还描述了一种用于控制基础结构（10）的展开和回收的方法。

6. 发明申请

WO01042571A2 METHOD FOR INSTALLING A LOAD-BEARING CIVIL ENGINEERING CONSTRUCTION 审中-公开
标题翻译：装载轴承工程施工方法
公开(公告)号：WO01042571A2
公开(公告)日：2001-06-14
申请号：PCT/NL2000/000914
申请日：2000-12-13
IPC分类号： E02B3/06 , E02D23/02 , E02D27/18
CPC分类号： E02D27/18 , E02B3/06 , E02D23/02
摘要： The invention relates to a method for installing a load-bearing civil engineering construction. A set of hollow support elements coupled to one another is installed on a bed, the support elements in a first layer being coupled in the lateral direction and a second layer of support elements coupled in the lateral direction being placed on top of the first layer and joined to the first layer. The support elements preferably comprise containers which are coupled to one another. The support elements are in particular suitable for installation on an underwater bed, in order to extend up to close to or above the water level. By this means watery areas, such as, for example, marshy ground, harbours, coastal regions or lakes can rapidly be temporarily filled in in order to form temporary building, storage or transport sites during construction work. One example of this is a temporary pier in the sea, or a temporary wharf. By means of the method according to the invention it is possible to meet the requirement for greater flexibility of harbour sites and the switch to unloading wharves of shorter lengths and with larger adjoining storage sites.
摘要翻译：本发明涉及一种用于安装承重土木工程施工的方法。彼此耦合的一组中空支撑元件安装在床上，第一层中的支撑元件沿横向联接，并且沿横向方向联接的第二层支撑元件被放置在第一层的顶部，并且加入了第一层。支撑元件优选地包括彼此联接的容器。支撑元件特别适合于安装在水下床上，以便延伸到接近或高于水位。通过这种方式，可以迅速临时填补湿地，如湿地，港口，沿海地区或湖泊等，以便在施工期间形成临时建筑，仓储或运输场所。其中一个例子是在海上或临时码头的临时码头。通过根据本发明的方法，可以满足港口场地的更大灵活性和更短长度的卸载码头以及较大邻接存储位置的要求。

7. 发明申请

WO1991006714A1 METHOD AND APPARATUS FOR CONSTRUCTING AN ARTIFICIAL ISLAND AND CONSTRUCTION THUS OBTAINED 审中-公开
标题翻译：用于构建人造岛的方法和装置和获得的结构
公开(公告)号：WO1991006714A1
公开(公告)日：1991-05-16
申请号：PCT/EP1990001852
申请日：1990-11-05
申请人： DARYA PAYE JETTY CO., LTD.
发明人： DARYA PAYE JETTY CO., LTD. , MASSOUDI, Ahmad
IPC分类号： E02D23/02
CPC分类号： E02B17/027 , E02B17/0021 , E02B2017/0039 , E02D23/02
摘要： Method and device for manufacturing an artificial, in particular a column-shaped structure (1) on the bottom of a body of water by manufacturing first a part of the structure at a distance from its destination on a series of pontoons (16), which are placed on a working surface, which is dry but can be flooded, said part receiving its own buoyancy, and that after having made said part the pontoons are brought in floating condition, moved toward quite undeep water, separated from the said part, which part is lowered on the bottom (26) of the water and further assembled by making use of the pontoons which are attached to outer wall (2) of the structure and that after further completion of the structure it is floated towards its destination with the aid of the said pontoons and lowered.
摘要翻译：通过在一系列浮筒（16）上与其目的地距离制造第一部分结构体，在水体的底部制造人造的，特别是柱状结构（1）的方法和装置，其中被放置在工作表面上，其干燥但可以被淹没，所述部分接收其自身的浮力，并且在制造所述部件之后，浮筒被置于浮动状态，移动到与所述部件分离的相当不起的水，部分在水的底部（26）上被降低，并且通过使用附接到结构的外壁（2）的浮筒进一步组装，并且在结构进一步完成之后，借助于它来向其目的地浮动的浮筒并降低。

8. 发明申请

WO1980001581A1 PROCEDURE AND ARRANGEMENT FOR LAYING THE FOUNDATION OF PREFABRICATED PLANTS ASHORE 审中-公开
标题翻译：铺设预制植物基金会的程序和安排
公开(公告)号：WO1980001581A1
公开(公告)日：1980-08-07
申请号：PCT/SE1980000022
申请日：1980-01-24
申请人： CAPPE C
IPC分类号： E02B17/00
CPC分类号： E04H5/02 , E02D23/02 , E04H3/08
摘要： Procedure and arrangement for laying the foundation of prefabricated plants (7) comprising such types as processing plants, industrial buildings, hospitals, hotels, etc., and for their removal, assembly and foundation building at the place of destination (10) ashore. Foundations (4) are made ashore or in a dry dock or on a barge, after which the processing plant is assembled. If the foundation is manufactured outside the barge (1), the plant (7) and/or foundation (4) can be moved to transport barges (1). Transport to the place of destination is carried out by means of sea-going transport barges (1). At the place of destination (9) the transport barges (1) are lowered onto an erection bed (2), and the plant (7) is launched over prefabricated sliding supports (5) from transport barge to the definitive erection site (10), which can advantageously be situated above the water level in the vicinity of the beach (9) or ashore.
摘要翻译：奠定了加工厂，工业建筑，医院，酒店等类型的预制植物基础的程序和安排（7），以及在上岸地点（10）的拆除，组装和基础建设。基础（4）在岸上或在干船坞或驳船上制造，之后组装加工厂。如果基础在驳船（1）之外制造，则可以将工厂（7）和/或基础（4）移动到运输驳船（1）。运送到目的地的地方是通过海上运输驳船进行的（1）。在目的地（9），运输驳船（1）下降到安装床（2）上，并且工厂（7）从运输驳船到最终安装地点（10）的预制滑动支架（5）上发射，，其可以有利地位于海滩（9）附近的水位上方或岸上。

9. 发明申请

WO2018018103A1 OFFSHORE DEPLOYABLE WIND TURBINE SYSTEM AND METHOD WITH A GRAVITY BASE 审中-公开
标题翻译：具有重力基础的离岸可展开风力涡轮机系统和方法
公开(公告)号：WO2018018103A1
公开(公告)日：2018-02-01
申请号：PCT/BR2016/050172
申请日：2016-07-26
申请人： GAIA IMPORTAÇÃO, EXPORTAÇÃO E SERVIÇOS LTDA.
发明人： BODANESE, Luiz Germano , BODANESE, Rafael Louzada
IPC分类号： E02B17/00 , E02D27/42 , F03D1/00
CPC分类号： F03D13/25 , E02B17/021 , E02B2017/0069 , E02B2017/0091 , E02D23/02 , E02D23/08 , E02D27/18 , E02D27/42 , E02D27/425 , E02D27/52 , E04H12/182 , F05B2240/9151 , F05B2240/95 , Y02E10/727 , Y02E10/728
摘要： A method and system for installing a site-deployable wind turbine offshore. The wind turbine can be substantially assembled onshore and includes a gravity base and a tower that is extendable at the installation site. A pivoting system can be configured to couple the wind turbine and turbine blades to the extendable tower in an onsite deployable configuration. After the wind turbine is delivered to an offshore location, the wind turbine is deployed and the extendable base and pivoting system can be made to deploy the wind turbine and turbine blades into functional positions such that the wind turbine can begin generating electricity.
摘要翻译：用于安装现场可展开的海上风力涡轮机的方法和系统
风力涡轮机可以基本上在岸上组装并且包括重力基座和在安装地点可延伸的塔架。枢转系统可以被构造成以现场可展开构型将风力涡轮机叶片和涡轮叶片联接到可延伸塔。在风力涡轮机被输送到海上位置之后，风力涡轮机被部署并且可延伸的基座和枢转系统可以被制造成将风力涡轮机和涡轮机叶片展开到功能位置，使得风力涡轮机可以开始发电。

10. 发明申请

WO2017039254A1 오픈 셀 케이슨 구조물 및 시공 방법 审中-公开
标题翻译： OPEN-CELL CAISSON结构与构造方法
公开(公告)号：WO2017039254A1
公开(公告)日：2017-03-09
申请号：PCT/KR2016/009567
申请日：2016-08-29
申请人： 한국해양과학기술원 , (유)이도건설
发明人： 박우선 , 원덕희 , 서지혜 , 이요섭 , 이오진
IPC分类号： E02B3/06 , E02D23/00 , E02D25/00 , E02B3/16 , E02B3/04 , E02D23/02
CPC分类号： E02B3/04 , E02B3/06 , E02B3/16 , E02D23/00 , E02D23/02 , E02D25/00
摘要： 본 발명은 케이슨에 오픈 셀과 인터셀의 개념을 새로이 도입함으로써, 종래의 개별식 케이슨 구조물에 비해 벽체의 개수를 줄여 제작비를 절감하면서도 시공방법에 거의 차이가 없고, 이웃하는 케이슨을 플렉시블한 사석으로 인터록킹 하면서도 지반의 부등침하에 각 케이슨이 개별적으로 대응할 수 있는 유연함을 가진 케이슨 구조물과 그 시공 방법에 관한 것이다.
摘要翻译：本发明涉及一种沉箱结构及其构造方法，其以新颖的方式介绍了开放式电池和电池到沉箱的概念，使得当与传统的单个沉箱结构相比时，存在很小的确保施工方法的差异，同时通过减少墙壁数量来减少制造成本，并且确保了允许每个沉箱对地面的不同沉降作出单独响应的灵活性，而相邻的沉箱由柔性的裂缝联锁。

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