公开(公告)号：WO2013102459A3

公开(公告)日：2013-09-12

申请号：PCT/DE2013100096

申请日：2013-03-13

Applicant: ELMER KARL-HEINZ

Inventor： ELMER KARL-HEINZ

IPC: E02D13/00

CPC classification number: E04B1/8209 ,  E02B2201/00 ,  E02D13/00 ,  E02D13/005 ,  E04B2001/8263

Abstract: The invention relates to a method for handling a hydro sound damper (1) in the area of an offshore construction site, especially in the case of a pile to be introduced into the seabed (11), wherein, prior to the noise-emitting works, a hydro sound damper (1) is positioned in the region of the offshore construction site. The invention further relates to a device (2) for reducing underwater noise and for handling at least one hydro sound damper (1) in the region of an offshore construction site, especially in the case of a pile to be introduced into the seabed (11), the device (2) comprising at least one hydro sound damper (1) having a carrier structure (16) and noise-mitigating elements (31) fastened thereto.

Abstract translation: 本发明涉及一种用于在离岸结构部位的区域处理的液压消声器（1），特别是在引入海底桩（11），所述噪声工作开始前发光在近海施工现场的领域的液压消声器（1） 被定位。 本发明还涉及一种装置（2），用于水听器在离岸施工现场的面积的减小和处理至少一个加氢消声器（1）的，特别是在引入到海床的桩（11），所述装置（2）至少一种加氢消音器 （1）的支撑结构（16）和附加的声音减少元件（31），其包括。

公开(公告)号：PE19912015A1

公开(公告)日：2016-01-31

申请号：PE0021622015

申请日：2014-04-22

Applicant: COMPAGNON BERNABE S A

Inventor： CRUZ QUIROGA FRANCISCO

IPC: B65D88/34

CPC classification number: B65D88/34 ,  B63B38/00 ,  E02B1/00 ,  E02B3/00 ,  E02B2201/00 ,  E04H4/08

Abstract: La presente invencion corresponde a un dispositivo flotador que comprende un cuerpo cilindrico que posee cavidades de flotacion perimetrales; una cantidad de aire predeterminada depositada y encerrada en cada una de dichas cavidades; y tapas para tapar dichas las cavidades

公开(公告)号：EP2990355A1

公开(公告)日：2016-03-02

申请号：EP14787559.5

申请日：2014-04-22

Applicant: Compagnon Bernabe S.A.

Inventor： CRUZ QUIROGA, Francisco

IPC: B65D88/34

CPC classification number: B65D88/34 ,  B63B38/00 ,  E02B1/00 ,  E02B3/00 ,  E02B2201/00 ,  E04H4/08

Abstract: SUMMARY OF THE INVENTION
This invention corresponds to a flotation device comprising a cylindrical body having perimetral flotation cavities; a predetermined quantity of air deposited and enclosed in each of such cavities; and covers to cover said cavities.

Abstract translation: 发明内容本发明对应于一种浮选装置，其包括具有周边浮选腔的圆柱体; 预定量的空气沉积并封闭在每个这样的空腔中; 并覆盖以覆盖所述腔。

公开(公告)号：EP2704162B1

公开(公告)日：2014-11-12

申请号：EP12182143.3

申请日：2012-08-29

Applicant: ABB Technology AG

Inventor： Missing, Kim ,  Virtanen, Esa

IPC: H01F27/14

CPC classification number: F15B21/006 ,  E02B2201/00 ,  H01F27/14 ,  Y10T137/3115

Abstract: A pressure compensator for a subsea electric installation, which comprises a rigid bottle (102) and a flexible bag (104) placed in the rigid bottle (102), the pressure compensator comprising a first opening (108) at a first end of the pressure compensator (100) allowing fluid communication of an insulating medium arranged to intermediate space (116) between the rigid bottle (102) and the flexible bag (104), the pressure compensator (100) further comprising a second opening (110) at a second end of the pressure compensator (100) allowing fluid communication of seawater arranged within the flexible bag (104), characterized in that the pressure compensator comprises a bypass channel (106) providing fluid communication between two points in the intermediate space (116) of the pressure compensator (100).

公开(公告)号：EP2750967A1

公开(公告)日：2014-07-09

申请号：EP12759149.3

申请日：2012-09-14

Applicant: The European Union, represented by the European Commission

Inventor： ANDRITSOS, Fivos ,  SOTIROPOULOS, Panagiotis

IPC: B63C7/16 ,  B63C7/22

CPC classification number: E21B43/0122 ,  B63C7/006 ,  E02B1/00 ,  E02B2201/00 ,  E21B43/36 ,  Y10S210/923

Abstract: A device (10) for collecting and temporarily storing fluids (16) escaping from an underwater source (12, 64) and having lower density than surrounding water comprises: o a collector (18) for being placed over the underwater source for collecting the escaping fluids; o a riser tube (20) in communication with the collector for transferring the collected fluids together towards the surface; and o a buoyant buffer reservoir (22) for being maintained submerged under the surface, comprising an open-bottom chamber (30) for storage of the fluids. The riser tube has flow restrictors has flow restrictors comprising choke disks (58, 58') arranged in its interior for restricting the flow of the fluids. The flow restrictors are arranged at variable or regular intervals all along the length of the riser tube. The buffer reservoir has arranged in its chamber a separator vessel (32), into the interior of which the riser tube opens for discharging the fluids. The separator vessel is configured for separating gas from the fluids.

公开(公告)号：EP2704162A1

公开(公告)日：2014-03-05

申请号：EP12182143.3

申请日：2012-08-29

Applicant: ABB Technology AG

Inventor： Missing, Kim ,  Virtanen, Esa

IPC: H01F27/14

CPC classification number: F15B21/006 ,  E02B2201/00 ,  H01F27/14 ,  Y10T137/3115

Abstract: A pressure compensator for a subsea electric installation, which comprises a rigid bottle (102) and a flexible bag (104) placed in the rigid bottle (102), the pressure compensator comprising a first opening (108) at a first end of the pressure compensator (100) allowing fluid communication of an insulating medium arranged to intermediate space (116) between the rigid bottle (102) and the flexible bag (104), the pressure compensator (100) further comprising a second opening (110) at a second end of the pressure compensator (100) allowing fluid communication of seawater arranged within the flexible bag (104), characterized in that the pressure compensator comprises a bypass channel (106) providing fluid communication between two points in the intermediate space (116) of the pressure compensator (100).

Abstract translation: 一种用于海底电气设备的压力补偿器，其包括刚性瓶（102）和放置在刚性瓶（102）中的柔性袋（104），所述压力补偿器包括在压力的第一端处的第一开口（108） （102）与所述柔性袋（104）之间的布置到中间空间（116）的绝缘介质的流体连通的压力补偿器（100），所述压力补偿器（100）还包括第二开口（110） 所述压力补偿器（100）的端部允许流体连通布置在所述柔性袋（104）内的海水，其特征在于所述压力补偿器包括旁路通道（106），所述旁路通道（106）在所述中间空间 压力补偿器（100）。

公开(公告)号：KR1020150000288A

公开(公告)日：2015-01-02

申请号：KR1020130072547

申请日：2013-06-24

Applicant: 현대중공업 주식회사

Inventor： 권순상

IPC: E02B3/18

CPC classification number: Y02A10/21 ,  E02B3/18 ,  E02B3/10 ,  E02B9/08 ,  E02B2201/00

Abstract: 본 발명은 친환경적 간척지 시공방법에 관한 것으로서, 간척 예정지의 생태계를 조사하는 단계; 상기 간척 예정지에서 생태계 보존 지역을 선정하는 단계; 상기 생태계 보존 지역을 중심으로 제1 및 제2 간척 예정지를 확정하는 단계; 상기 제1 또는 제2 간척 예정지에 제1 또는 제2 간척지를 형성하는 단계; 및 상기 제1 및 제2 간척지 사이에 조류발전소를 건설하는 단계를 포함하는 것을 특징으로 한다.
본 발명에 따른 친환경적 간척지 시공방법은, 간척 예정지에서 생태계 보존 가치가 높은 지역을 선정하고, 선정된 생태계 보존 지역을 중심으로 양측에 제1 및 제2 간척지를 형성하고, 제1 및 제2 간척지 사이에 인공조류를 이용하는 조류발전소를 건설하고, 제염처리 또는 해수담수화 처리 장치를 건설함으로써, 간척지의 전체 면적은 줄어들 수 있으나, 간척하고자 하는 지역의 생태계의 파괴를 최소화할 수 있고, 간척지에 사용될 전기 및 물(공업 용수, 생활 용수, 식수 등)를 자체적으로 공급할 수 있다.

Abstract translation: 本发明涉及一种生态友好型开垦方法，其特征在于包括对需要回收的土地生态系统进行测量的步骤; 选择要恢复的土地中的生态系统保护区的一个步骤; 确认在生态系统保护区周围进行回收的第一和第二土地的步骤; 在第一个或第二个土地上形成第一个或第二个回收土地的回收步骤; 并在第一个和第二个回填土地之间建设潮汐发电厂的步骤。 根据本发明的环境友好型填海方法可以将土地上生态系统的破坏最小化，同时通过选择生态系统在该地区保留的面积来减少填埋土地的总面积 在选定的生态系统保护区两侧形成第一和第二个再生土地，在第一个和第二个再生土地之间构建使用人工潮的潮汐发电厂，建设净化设施或海水淡化设施，并提供电力和 水（工业用水，生活用水，饮用水）自主使用在回收土地。

公开(公告)号：KR1020130114519A

公开(公告)日：2013-10-17

申请号：KR1020120036952

申请日：2012-04-09

Applicant: 주식회사 한라

Inventor： 김현호 ,  황길순 ,  김동억 ,  김병문 ,  이건승

IPC: E02B3/02

CPC classification number: E02B3/02 ,  E02B2201/00

Abstract: PURPOSE: A river inductive framework construction method is provided to prevent the erosion of a riverside and induce the deposition of a riverside and to induce a riverside line to be suitable for a waterside ecosystem by controlling the erosion and deposition of the riverside. CONSTITUTION: A river inductive framework construction method comprises the following steps: excavating a spot to be installed with a conductive frame (100); positioning a relatively large first heavy object (101) on the excavated spot; and positioning a relatively small second heavy object (102) on the top of the first heavy object.

Abstract translation: 目的：通过控制河流侵蚀和沉积，提供河流感应框架施工方法，防止河岸侵蚀，引导河滨沉积，引导河滨线适合水域生态系统。 构成：河道感应框架施工方法包括以下步骤：挖掘要安装导电框架的点（100）; 将较大的第一重物（101）定位在挖掘的地点上; 以及将相对小的第二重物体（102）定位在所述第一重物体的顶部上。

公开(公告)号：KR1020110123055A

公开(公告)日：2011-11-14

申请号：KR1020100042482

申请日：2010-05-06

Applicant: 전영진

Inventor： 전영진

IPC: E02B3/06 ,  E02B3/04

CPC classification number: Y02A10/15 ,  E02B3/06 ,  E02B3/16 ,  E02B2201/00

Abstract: PURPOSE: A construction block for a breakwater and a construction method for a breakwater using the same are provided to minimize damage to the construction block and a breakwater by minimizing shock from waves using a shock absorbing pad. CONSTITUTION: A construction block(1) for a breakwater comprises a main body(10), a connection groove(14), a connection protrusion(14a), a support(15), a coupling groove(16), and a coupling protrusion(16a). The main body is inserted into a fixed shaft fixed to a sea bottom and has an inner filling space(12). The filling space is filled with filler, such as riprap and soil. The connection groove and the connection protrusion are formed on both side surfaces of the main body. The support is protruded from the rear surface of the main body and supports the main body. The coupling groove and the coupling protrusion are formed on the top and bottom surfaces of the main body.

Abstract translation: 目的：提供一种用于防波堤的建筑块和使用其的防波堤的施工方法，以通过使用减震垫使来自波浪的冲击最小化来对建筑块和防波堤的损坏最小化。 构成：用于防波堤的构造块（1）包括主体（10），连接槽（14），连接突起（14a），支撑件（15），联接槽（16）和联接突起 （16A）。 主体插入固定在海底的固定轴上，并具有内部填充空间（12）。 填充空间填充有填料，如剥皮和土壤。 连接槽和连接突起形成在主体的两个侧表面上。 支撑体从主体的后表面突出并支撑主体。 联接槽和联接突起形成在主体的顶表面和底表面上。

公开(公告)号：KR1020070108464A

公开(公告)日：2007-11-12

申请号：KR1020070027851

申请日：2007-03-21

Applicant: 한상관

Inventor： 한상관

IPC: E02B3/12

CPC classification number: E02B3/128 ,  A01G2/00 ,  E02B3/121 ,  E02B3/123 ,  E02B2201/00 ,  E02D17/20

Abstract: A nature-friendly revetment engineering method is provided to form vegetation spaces simply and to shorten the constructing time by lifting the covers and removing the molds and forming the vegetation spaces when hardening the concrete mortar and forming the vegetation spaces. An nature-friendly revetment engineering method comprises the steps of forming a nonwoven fabric(70) on a cut surface or a soil surface(1); placing a plurality of molds(10') having the same shape or different shapes on the cut surface of the soil surface through fixing pins(11') regularly and irregularly; mounting wire meshes(30) in the spaces between the molds; pouring and hardening a concrete mortar(40) between the spaces of the molds; lifting and removing the molds; and filling a soil(50) in the mold removed space and growing plants(60).

Abstract translation: 提供一种自然护理工程方法，简化形成植被空间，缩短施工时间，在硬化混凝土砂浆和形成植被空间的同时，抬起盖子，移除模具并形成植被空间。 自然护理工程方法包括在切割面或土壤表面（1）上形成无纺织物（70）的步骤; 通过固定销（11'）定期和不规则地在土壤表面的切割表面上放置具有相同形状或不同形状的多个模具（10'）; 在模具之间的空间中安装线网（30）; 浇注和硬化模具空间之间的混凝土砂浆（40）; 提升和移除模具; 并在模具移除的空间和生长植物（60）中填充土壤（50）。