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1. 发明申请

WO2020114523A1 一种双壁围堰及墩身施工方法审中-公开
公开(公告)号：WO2020114523A1
公开(公告)日：2020-06-11
申请号：PCT/CN2020/070521
申请日：2020-01-06
申请人：中铁六局集团有限公司 , 中铁六局集团广州工程有限公司
发明人：邓鹏宇 , 胡贵松 , 耿进军 , 宋艳双 , 付超 , 郑辉 , 黄伟 , 陈小林 , 王瑞强 , 魏凯
IPC分类号： E02D19/04
摘要：一种双壁围堰及利用该双壁围堰的墩身施工方法。双壁围堰包括至少一节双壁围堰单元，双壁围堰单元包括壁体（1）、刃脚（2）、内支撑杆（3）和导向机构（4）；刃脚（2）设置于壁体（1）底端，内支撑杆（3）水平位于壁体（1）的内面板（11）的内部，并与壁体（1）的内面板（11）相连接；导向机构（4）包括连接杆（41）和导向板（42），导向板（42）通过连接杆（41）与壁体（1）的内面板（11）相连接，导向板（42）的弯曲度与钻孔桩的护筒（5）外壁面的曲率相适配，且导向板（42）与护筒（5）外壁面之间具有间距。该双壁围堰的结构强度、稳定性高，止水效果好，结构设计合理，在施工过程中无需结构进行多次调整，保证工程的顺利进行。

2. 发明申请

WO2010146836A1 鋼管矢板同士の接続構造および構造体审中-公开
标题翻译：连接钢管桩和钢管板结构的结构
公开(公告)号：WO2010146836A1
公开(公告)日：2010-12-23
申请号：PCT/JP2010/003971
申请日：2010-06-15
申请人：新日本製鐵株式会社 , 岩村栄世 , 村井健二 , 永嶋聡志 , 青柳孝義
发明人：岩村栄世 , 村井健二 , 永嶋聡志 , 青柳孝義
IPC分类号： E02D5/08 , E02D5/14 , E02D19/04
CPC分类号： E02D5/04
摘要：　本発明は、第１鋼管矢板の側方に互いに内方に向けて接合された一対の第１のＬ型部材と、前記第１鋼管矢板と隣り合う第２鋼管矢板の側方に、前記第１のＬ型部材と対向するように設けられ、互いに外方に向けて接合された一対の第２のＬ型部材と、を具備し、一対の前記第２のＬ型部材は、一対の前記第１のＬ型部材の内部に配設され、一対の前記第１のＬ型部材および一対の前記第２のＬ型部材とで囲まれた空間には骨材を含むコンクリートが打設され、前記第１のＬ型部材の先端と前記第２のＬ型部材との隙間は、前記骨材の粒の大きさよりも小さく、前記第２のＬ型部材の先端と前記第１のＬ型部材との隙間は、前記骨材の粒の大きさの２倍以上である、鋼管矢板同士の接続構造を提供する。
摘要翻译：公开了一种用于连接钢管板桩的结构，该结构设置有：一对第一L形构件，两个第一L形构件朝向内侧连接到第一钢管桩桩的一侧; 以及一对第二L形构件，其与第一L形构件相对设置并且两者朝向外侧连接到与第一钢管桩桩相邻的第二钢管板桩的侧面。一对第二L形构件位于一对第一L形构件的内部，并且包含骨料的混凝土被放置在由一对第一L形构件和一对第二L形构件包围的空间中。第一L形部件和第二L形部件的前端之间的间隙小于集合粒度，第二L形部件和第一L形部件的前端之间的间隙为至少是总粒度的两倍。

3. 发明申请

WO2022180214A1 METHOD FOR CONSTRUCTING AN OFFSHORE CONSTRUCTION 审中-公开
公开(公告)号：WO2022180214A1
公开(公告)日：2022-09-01
申请号：PCT/EP2022/054797
申请日：2022-02-25
申请人： SEAHORN ENERGY HOLDING APS
发明人： NIELSEN, Lars Stig , FRAHM, Lars Johan
IPC分类号： E02D19/04 , E02D27/52 , F03B13/06 , E02B7/12 , E02D7/06
摘要： A method of constructing an offshore construction at an offshore area. Comprising: erecting a first outer wall (141) enclosing a containment (142) including a designated reservoir portion (101) and a designated island portion (102); lowering the water level in the containment (142), at least at the reservoir portion (101), by pumping sea water out of the containment until a predetermined range of depths (10m) in the reservoir portion (101) is reached; and using a dredger installed on-board a first vessel (V1) and having a suction hose portion (123) for removing seabed material, excavating seabed material from the designated reservoir portion (101). Further, controlling the water level, at least at the designated reservoir portion (101), including letting water in or pumping water to/from the reservoir portion to maintain the water depth inside the designated reservoir portion (101) within the predetermined range of depths during the course of excavating the seabed material. The outer wall serves as a barrier between the surrounding sea and the containment at times when excavation of seabed material is in progress. An advantage is that the containment enables an attractive trade-off between keeping a low resource consumption during deployment of the offshore construction and protecting the sea environment surrounding the containment while deploying the offshore construction.

4. 发明申请

WO2021008748A1 METHOD FOR ASSEMBLING AN OFFSHORE WIND TURBINE, TOWER FOUNDATION FOR AN OFFSHORE WIND TURBINE AND OFFSHORE WIND TURBINE 审中-公开
公开(公告)号：WO2021008748A1
公开(公告)日：2021-01-21
申请号：PCT/EP2020/062118
申请日：2020-04-30
申请人： SIEMENS GAMESA RENEWABLE ENERGY A/S
发明人： SOERENSEN, Johnny
IPC分类号： E02D27/42 , E02D19/04 , E02D23/02 , E02D27/06 , E02D27/22 , E02D27/52
摘要： Method for assembling an offshore wind turbine (1), wherein the wind turbine (1) comprises a tower foundation (2) with at least one hollow ballast chamber (24, 25), wherein the method comprises the following steps: - assembling the tower foundation (2) on a dry dock-like construction site (6), wherein the construction site (6) is located below the sea level (8) and separated from the sea (7) by a barrier (9), - launching the tower foundation (2) to the sea (7) by, at least partially, removing or opening the barrier (9) and/or filling water into the construction site (6) leading to a flooding of the construction site (6), - towing the swimming tower foundation (2) to a target position (26) on the sea (7) by a vessel (27), - loading the at least one ballast chamber (24, 25) of the tower foundation (2) with ballast material (24, 25) causing the tower foundation (2) to sink down until it permanently rests on the sea ground (31), and - installing a tower (3) of the wind turbine (1) on the tower foundation (2).

5. 发明申请

WO2020140115A1 COFFER DAM WITH AN INTERLOCKING BAFFLE SYSTEM 审中-公开
公开(公告)号：WO2020140115A1
公开(公告)日：2020-07-02
申请号：PCT/US2019/068950
申请日：2019-12-30
申请人： AMERI-DAM INTERNATIONAL, LLC
发明人： ANGELOFF, Nick , KOCHES, Paul A. , KOWALS, JR., George J.
IPC分类号： E02B3/10 , E02D19/04
摘要： An exemplary fluid containment system includes at least one baffle having an outer tube and an inner tube. The outer tube has an elongated geometry that defines a size and shape of the baffle structure. The inner tube can be inflated and inserted into the outer tube. The at least one baffle structure having one or more connection points on a surface of the outer tube for connecting with at least one other baffle structure. The outer tube and an at least partially inflated inner tube inserted within are configured to at least counteract forces of a fluid being contained within a specified area.

6. 发明申请

WO2021063001A1 一种装配式堵口框架及装配式框架堵口坝的施工方法审中-公开
公开(公告)号：WO2021063001A1
公开(公告)日：2021-04-08
申请号：PCT/CN2020/089354
申请日：2020-05-09
申请人：王新云
发明人：王新云 WANG, Xinyun
IPC分类号： E02B3/16 , E02B3/10 , E02D19/04
摘要：一种装配式堵口框架及装配式框架堵口坝的施工方法，适应于抗洪抢险时封堵洪水溃口时使用，它是在发生洪水溃口时，采用建筑用的架管（3）和扣件（4），根据溃口地形迅速组装成一个个三维空间的堵口框架（1），在其挡水面（5）设置一层网（6），再用直升机把它吊放在溃口内，形成一个空心的连续的钢构框架堵口坝的坝体，因为空心坝体的阻力小，不会被水流冲走，然后再在挡水面（5）抛投粘土袋（8），迅速堵住溃口，并一次完成闭气。该方法只需要现有堵口方法十分之一以下的人力物力，就可以快速堵住10米以下的洪水溃口。它不会破坏溃口坝基基础，不会扩大险情，不需要在水中作业，适应于任何地质条件，它取材容易，可反复使用，成本低廉，抗风浪冲击，灾后恢复容易，而且施工安全、轻松。

7. 发明申请

WO2020051198A1 LAKE RESTORATION SYSTEMS AND PROCESSES 审中-公开
公开(公告)号：WO2020051198A1
公开(公告)日：2020-03-12
申请号：PCT/US2019/049479
申请日：2019-09-04
申请人： LAKE RESTORATION SOLUTIONS, INC.
发明人： PARKER, Benjamin , PARKER, Todd , BENSON, Ryan
IPC分类号： E02B13/00 , C02F11/14 , E02B1/00 , E02B3/00 , E02D19/04
摘要： Systems and methods of restoring a lake including dredging, island creation, water treatment, real estate development, computer modeling of environmental conditions, wave height reduction, sediment removal and encapsulation, bathymetry contouring, littoral zone restoration, plant restoration, and/or fish restoration.

8. 发明申请

WO2015060714A1 CONSTRUCTION FOR PROTECTING A DIKE 审中-公开
标题翻译：防护工程施工
公开(公告)号：WO2015060714A1
公开(公告)日：2015-04-30
申请号：PCT/NL2014/000038
申请日：2014-10-21
申请人： HUESKER SYNTHETIC GMBH , HUESKER SYNTHETIC BV
发明人： VAN DUIJNEN, Peter Gerardus , KLARENBOSCH, Cornelis
IPC分类号： E02D5/03 , E02D19/04 , E02D19/12
CPC分类号： E02D5/03 , E02D19/04 , E02D19/12 , E02D19/18
摘要： A water-permeable, sand-stopping sheet pile wall is applied to the inside of a dike. The sheet pile wall is constructed modularly of elements with a frame containing a suspended geotextile and with profiled coupling sections on two vertical sides. The elements are driven into the soil using an introduction frame with the effect that the profiled coupling sections engage with each other.
摘要翻译：在堤防内部施加透水的防砂板桩墙。板桩墙由模块化的元件构成，框架包含悬挂的土工织物，并且在两个垂直侧上具有异型连接部分。使用引入框架将元件驱动到土壤中，其特征在于，成型的联接部分彼此接合。

9. 发明申请

WO2022141388A1 一种锁扣钢管桩围堰固定内支撑圈梁审中-公开
公开(公告)号：WO2022141388A1
公开(公告)日：2022-07-07
申请号：PCT/CN2020/142078
申请日：2020-12-31
申请人：中铁广州工程局集团有限公司 , 中铁广州局集团桥梁工程有限公司
发明人：廖云沼 , 周文 , 柯松林 , 何则林 , 郑震 , 谢光宇 , 张启桥 , 张应红 , 王杰 , 王贵羽
IPC分类号： E02D19/04 , E02D5/28
摘要：本发明公开了一种锁扣钢管桩围堰固定内支撑圈梁，涉及围堰施工技术领域，包括设置在人工岛上的钢管桩围堰，所述钢管桩围堰包括若干个锁扣钢管和若干层固定内支撑圈梁，若干个所述锁扣钢管在人工岛上两两相互扣合围成一框体，所述固定内支撑圈梁设置在所述框体内。该围堰能解决围堰结构不结实，防水不好的问题，同时还能适应基岩面突变或相邻基岩面变化高差大的基岩情况，将围堰底部建造成不规则形状，进一步地加快了施工的进度和节省了施工成本。

10. 发明申请

WO2022032000A1 SUCTION PILE COFFERDAM 审中-公开
公开(公告)号：WO2022032000A1
公开(公告)日：2022-02-10
申请号：PCT/US2021/044796
申请日：2021-08-05
申请人： DELTA SUBSEA LLC
发明人： DINGMAN, Scott P. , LOUGHRIDGE, Perry
IPC分类号： E21B43/36 , B01D61/14 , E21B43/00 , C10G33/06 , B01D17/02 , B63J4/00 , B01D17/0217 , B01D21/267 , C02F1/38 , C02F1/40 , C02F2101/32 , C02F2103/08 , C02F2301/066 , C02F2301/08 , E02D19/04
摘要： A disclosed subsea sediment separation and filtration system includes first and second separation devices, a spreader apparatus, and a storage device. The first separation device receives a water/sediment/oil mixture and from a subsea surface and separates the mixture into a first component containing cleaned sediment and a second component containing a water/oil mixture. The spreader apparatus disperses the cleaned sediment of the first component into a subsea environment of the spreader apparatus. The second separation device receives the second component from the first separation device and separates the second component into a cleaned water component and an oil component. The second separation device disperses the cleaned water component into a subsea environment of the second separation device and provides the oil component to the storage device. The first separation device may include a plurality of hydrocyclone devices, and the second separation device may include a high pressure hydrocyclone device.

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