WO2011070193A1 - Plataforma de medidas para su instalación en el agua - Google Patents
Plataforma de medidas para su instalación en el agua Download PDFInfo
- Publication number
- WO2011070193A1 WO2011070193A1 PCT/ES2010/000504 ES2010000504W WO2011070193A1 WO 2011070193 A1 WO2011070193 A1 WO 2011070193A1 ES 2010000504 W ES2010000504 W ES 2010000504W WO 2011070193 A1 WO2011070193 A1 WO 2011070193A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- water
- tubes
- equipment
- installation
- bell
- Prior art date
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 31
- 238000005259 measurement Methods 0.000 title claims abstract description 18
- 238000009434 installation Methods 0.000 claims description 21
- 238000000034 method Methods 0.000 claims description 13
- 230000005540 biological transmission Effects 0.000 claims description 4
- 238000007654 immersion Methods 0.000 claims description 2
- 239000002689 soil Substances 0.000 claims description 2
- 238000013480 data collection Methods 0.000 claims 1
- 238000000605 extraction Methods 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000012546 transfer Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 2
- 230000005855 radiation Effects 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 241001391944 Commicarpus scandens Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000003466 anti-cipated effect Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01W—METEOROLOGY
- G01W1/00—Meteorology
- G01W1/08—Adaptations of balloons, missiles, or aircraft for meteorological purposes; Radiosondes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
- E02B17/027—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto steel structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/52—Submerged foundations, i.e. submerged in open water
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01W—METEOROLOGY
- G01W1/00—Meteorology
- G01W1/02—Instruments for indicating weather conditions by measuring two or more variables, e.g. humidity, pressure, temperature, cloud cover or wind speed
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B2017/0056—Platforms with supporting legs
- E02B2017/0073—Details of sea bottom engaging footing
- E02B2017/0078—Suction piles, suction cans
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A90/00—Technologies having an indirect contribution to adaptation to climate change
- Y02A90/10—Information and communication technologies [ICT] supporting adaptation to climate change, e.g. for weather forecasting or climate simulation
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B10/00—Integration of renewable energy sources in buildings
- Y02B10/30—Wind power
Definitions
- the present invention falls within the sector of measuring towers, more specifically, measuring towers for installation in water.
- the first is to drive a large-diameter pile (monopila) on the bottom of the sea on which a tower that supports the anemometers is placed and the second to build a tripod on the ground consisting of three large concrete dies of adequate weight to the depth and to the marine climate, but generally greater than 50 tons. each one, in which a lattice tower that supports the anemometers is embedded.
- a large-diameter pile monopila
- anemometers and equipment so installed can be easily sabotaged and therefore require constant monitoring.
- the present invention aims to describe a measurement platform that solves the following technical problems in an economically viable way:
- the measurement platform object of the present invention is very light. Its dimensions and weights allow it to be transported by road with a normal trailer and put it afloat with any port crane or with a normal car crane. Your transfer to the final location in the water will be done by trailer.
- the platform comprises an improved suction anchor type foundation that forms the base of the platform. It is driven into the seabed by the difference in pressures between the exterior and the interior and by inverting the pressure gradient can be extracted for reuse. The detailed description of the invention will be explained more fully.
- the measurement platform also has a series of tubes connected telescopically; a booth located on those tubes that contains the equipment; a vertical axis wind turbine to power the whole; a real-time data transmission device (wi-max or equivalent) to the ground station; a Doppler laser anemometer and security cameras.
- a Doppler laser anemometer is used to avoid sabotage, as repairs at sea are more difficult and expensive. Therefore this anemometer is digital and lacks cups, easy to break in a malicious way, since it uses a laser that is divided and sent to the anemometer and whose return decays by the amount of air molecules in the detector, where the difference between the relative radiation of the laser in the anemometer and the return of radiation, are compared to determine the speed of the air molecules which allows to measure the wind speed with great accuracy and without the risk of sabotage.
- a Doppler current meter will also be installed between the equipment, which is an instrument capable of measuring the speed of water currents. It also records its direction, depth and inclination with respect to vertical, water temperature, pressure and conductivity.
- Figure 1 Platform of measures as a whole
- Figure 2 Section view of the measurement platform to the equipment house
- Figure 3 Detail section of the foundation
- FIG. 4 Platform with unfolded and folded pipes
- the measuring platform comprises, from its highest part to the foundations, a vertical axis wind turbine (1) to power the assembly; a data transmission device (wi-max or equivalent) to the ground station; a Doppler laser anemometer (2) and security cameras.
- the base or floor of the equipment booth (8) is supported by a column of telescopic tubes (5), so that it can be raised or lowered easily.
- the foundation is of the improved suction anchor type.
- the suction anchor mechanism consists of driving a cylinder or bell (7) into the ground by making the vacuum inside and thanks to the difference in pressure it is introduced into the ground. This only works well, if the floor is waterproof and prevents water from entering the cylinder.
- the system consists of putting a "cap” inside the bell capable of moving inside the bell (7) in the same way as a syringe plunger would.
- this "plug” consists of an extra-heavy concrete footing that constitutes the foundation plate (1 1).
- This foundation plate (11) can slide inside the bell (7) thanks to an O-ring with variable geometry (10) that allows the movement in a sealed way.
- the foundation plate (1) has four cylindrical perforations through which guides (12) are introduced for ballast valves ( ⁇ 3). In the center of foundation plate (11) there is a cylindrical perforation of greater diameter than the previous ones, which will be where the telescopic tubes (5) are introduced, as well as a guide (14) for a compensation valve (15).
- the platform is introduced into the water with the foundation (1) located in the lower part of the bell (7) and submerged, flooding the necessary part using the ballast valves (13) until it rests on the ground.
- the inside of the bell (7) will always be at atmospheric pressure and if he wants to reduce the pressure to increase the gradient between the exterior and the interior because a pump is connected and the air inside the hood (7) and the ballast water are extracted.
- the compensation valve (15) is opened, allowing the permeated water to enter inside the telescopic tubes (5), until reaching a height in them that compensates for the sub-pressure.
- the hood ( 7) It goes into the ground.
- the equipment booth (4) is designed to be watertight and therefore remains afloat during the bell immersion process (7). In this process, the displacement of the tubes (5), greater than their weight, will cause them to unfold as the bell (7) is submerged and driven. To this end, at the junction of the last tube with the base of the equipment booth (8) there is a valve that allows the interior air to escape, preventing external water from entering. Thanks to the compensation valve (5) and the sub-pressure, the water that enters the tubes (5) facilitates and drives the process of unfolding the tubes (5). It will only be necessary to introduce pressurized water inside the tubes (5) to complete and fix the telescopic lifting process until the booth (4) and the equipment it contains are lifted, up to the operating height, always above the maximum expected wave.
- the pressure gradient must only be inverted and the bell (7) removed and the tubes (5) folded for reuse.
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Biodiversity & Conservation Biology (AREA)
- Atmospheric Sciences (AREA)
- Mechanical Engineering (AREA)
- Environmental Sciences (AREA)
- Ecology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- Aviation & Aerospace Engineering (AREA)
- Testing Or Calibration Of Command Recording Devices (AREA)
- Geophysics And Detection Of Objects (AREA)
- Measurement Of The Respiration, Hearing Ability, Form, And Blood Characteristics Of Living Organisms (AREA)
- Examining Or Testing Airtightness (AREA)
- Wind Motors (AREA)
- Arrangements For Transmission Of Measured Signals (AREA)
Abstract
Description
Claims
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010800637471A CN102762795A (zh) | 2009-12-11 | 2010-12-10 | 安装在水中的测量平台 |
KR1020127018036A KR20120120217A (ko) | 2009-12-11 | 2010-12-10 | 수중 설치용 측정 플랫폼 |
US13/514,895 US20120282034A1 (en) | 2009-12-11 | 2010-12-10 | Measurement platform for installing in water |
SG2012042156A SG181580A1 (en) | 2009-12-11 | 2010-12-10 | Measurement platform to be installed in water |
EP10835516.5A EP2511427A4 (en) | 2009-12-11 | 2010-12-10 | MEASURING PLATFORM TO BE INSTALLED IN WATER |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES200902311A ES2387366B1 (es) | 2009-12-11 | 2009-12-11 | Plataforma de medidas para su instalacion en el agua |
ESP200902311 | 2009-12-11 |
Publications (2)
Publication Number | Publication Date |
---|---|
WO2011070193A1 true WO2011070193A1 (es) | 2011-06-16 |
WO2011070193A4 WO2011070193A4 (es) | 2011-07-28 |
Family
ID=44145130
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/ES2010/000504 WO2011070193A1 (es) | 2009-12-11 | 2010-12-10 | Plataforma de medidas para su instalación en el agua |
Country Status (9)
Country | Link |
---|---|
US (1) | US20120282034A1 (es) |
EP (1) | EP2511427A4 (es) |
KR (1) | KR20120120217A (es) |
CN (1) | CN102762795A (es) |
AR (1) | AR079358A1 (es) |
CL (1) | CL2012001527A1 (es) |
ES (1) | ES2387366B1 (es) |
SG (1) | SG181580A1 (es) |
WO (1) | WO2011070193A1 (es) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105049789A (zh) * | 2015-06-11 | 2015-11-11 | 湖南首创投资有限责任公司 | 一种污水厂氧化沟水下图像检测设备防护装置 |
CN109113040A (zh) * | 2018-08-15 | 2019-01-01 | 中铁六局集团广州工程有限公司 | 水中测量观测平台及其施工方法和水中测量观测系统 |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103134472B (zh) * | 2013-03-06 | 2014-12-17 | 王梓辰 | 一种能实时监测河海波浪浪高及频率的测量装置 |
GR1008235B (el) * | 2013-03-12 | 2014-06-27 | Αντωνιος Ιωαννη Πεππας | Πλωτο ανεμομετρο διττης λειτουργιας ιστου-ντοπλερ |
KR101447979B1 (ko) * | 2014-07-15 | 2014-10-13 | 한국지질자원연구원 | 슬라이딩되는 하향식 유속센서가 구비되는 조간대 3-d 유속측정장치 및 그 운용방법 |
AT516579B1 (de) * | 2014-11-14 | 2024-06-15 | Dual Docker Gmbh | Vorrichtung zum Festlegen von Schwimmkörpern |
GR1009551B (el) | 2018-03-08 | 2019-07-01 | Ετμε: Πεππας Και Συνεργατες Ε.Ε. | Πλωτη πλατφορμα θαλασσιας επιτηρησης και τηλεπικοινωνιων |
CN109235408A (zh) * | 2018-10-10 | 2019-01-18 | 中交第三航务工程勘察设计院有限公司 | 一种装配式海洋水文站结构及其施工方法 |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2079826A (en) * | 1980-07-09 | 1982-01-27 | Coyne & Bellier | Underwater support structures for platform-carrying tower or towers |
US4575282A (en) * | 1984-06-04 | 1986-03-11 | Pardue Sr James H | System for driving open end pipe piles on the ocean floor using pneumatic evacuation and existing hydrostatic pressure |
US5803668A (en) * | 1993-12-17 | 1998-09-08 | Kajima Corporation | Method of constructing gravity-type marine structure and structure by same |
US6488446B1 (en) * | 1998-04-02 | 2002-12-03 | Suction Pile Technology Bv | Marine structure |
GB2378679A (en) * | 2001-08-16 | 2003-02-19 | Technologies Ltd Ocean | Floating offshore wind turbine |
US20060005617A1 (en) * | 2004-07-06 | 2006-01-12 | Lemieux David L | Method and apparatus for determining a site for an offshore wind turbine |
WO2008012414A2 (fr) * | 2006-07-27 | 2008-01-31 | Technip France | Pile de succion adaptee aux faibles profondeurs |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2771747A (en) * | 1950-07-19 | 1956-11-27 | Bethlehem Steel Corp | Offshore drilling barge |
US5088859A (en) * | 1990-12-24 | 1992-02-18 | Texaco Inc. | Riser and tendon management system |
US7287935B1 (en) * | 2003-07-16 | 2007-10-30 | Gehring Donald H | Tendon assembly for mooring offshore structure |
-
2009
- 2009-12-11 ES ES200902311A patent/ES2387366B1/es not_active Expired - Fee Related
-
2010
- 2010-12-10 CN CN2010800637471A patent/CN102762795A/zh active Pending
- 2010-12-10 AR ARP100104575A patent/AR079358A1/es unknown
- 2010-12-10 WO PCT/ES2010/000504 patent/WO2011070193A1/es active Application Filing
- 2010-12-10 KR KR1020127018036A patent/KR20120120217A/ko not_active Application Discontinuation
- 2010-12-10 SG SG2012042156A patent/SG181580A1/en unknown
- 2010-12-10 EP EP10835516.5A patent/EP2511427A4/en not_active Withdrawn
- 2010-12-10 US US13/514,895 patent/US20120282034A1/en not_active Abandoned
-
2012
- 2012-06-08 CL CL2012001527A patent/CL2012001527A1/es unknown
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2079826A (en) * | 1980-07-09 | 1982-01-27 | Coyne & Bellier | Underwater support structures for platform-carrying tower or towers |
US4575282A (en) * | 1984-06-04 | 1986-03-11 | Pardue Sr James H | System for driving open end pipe piles on the ocean floor using pneumatic evacuation and existing hydrostatic pressure |
US5803668A (en) * | 1993-12-17 | 1998-09-08 | Kajima Corporation | Method of constructing gravity-type marine structure and structure by same |
US6488446B1 (en) * | 1998-04-02 | 2002-12-03 | Suction Pile Technology Bv | Marine structure |
GB2378679A (en) * | 2001-08-16 | 2003-02-19 | Technologies Ltd Ocean | Floating offshore wind turbine |
US20060005617A1 (en) * | 2004-07-06 | 2006-01-12 | Lemieux David L | Method and apparatus for determining a site for an offshore wind turbine |
WO2008012414A2 (fr) * | 2006-07-27 | 2008-01-31 | Technip France | Pile de succion adaptee aux faibles profondeurs |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105049789A (zh) * | 2015-06-11 | 2015-11-11 | 湖南首创投资有限责任公司 | 一种污水厂氧化沟水下图像检测设备防护装置 |
CN109113040A (zh) * | 2018-08-15 | 2019-01-01 | 中铁六局集团广州工程有限公司 | 水中测量观测平台及其施工方法和水中测量观测系统 |
Also Published As
Publication number | Publication date |
---|---|
SG181580A1 (en) | 2012-07-30 |
ES2387366B1 (es) | 2013-04-26 |
KR20120120217A (ko) | 2012-11-01 |
EP2511427A4 (en) | 2013-07-24 |
EP2511427A1 (en) | 2012-10-17 |
ES2387366A1 (es) | 2012-09-20 |
CL2012001527A1 (es) | 2013-01-11 |
AR079358A1 (es) | 2012-01-18 |
CN102762795A (zh) | 2012-10-31 |
WO2011070193A4 (es) | 2011-07-28 |
US20120282034A1 (en) | 2012-11-08 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
ES2387366B1 (es) | Plataforma de medidas para su instalacion en el agua | |
ES2431583T3 (es) | Estructura de soporte para su uso en la industria de parques eólicos marítimos | |
ES2620732T3 (es) | Estructura de instalación y transporte flotante para instalación y transporte de una turbina eólica flotante, una turbina eólica flotante y un método para instalación y transporte de la misma | |
ES2286022T3 (es) | Procedimiento de captacion de agua dulce y de deteccion de una fuente de agua dulce en el mar. | |
ES2952964T3 (es) | Estructura marítima para la cimentación de edificaciones y su método de instalación | |
ES2562757T3 (es) | Construcción de cimentación de una instalación marítima, particularmente de un aerogenerador marítimo, a instalar de manera silenciosa, y procedimiento de montaje para ello | |
ES2857951T3 (es) | Cimentación de peso pesado flotante autosuficientemente para la conexión a una instalación offshore flotante | |
CN109724653B (zh) | 一种高杆式全量程水文观测平台及其建造和集成方法 | |
ES2246717A1 (es) | Vivero sumergible perfeccionado. | |
CN207260620U (zh) | 一种基于市政道路工程的基坑安全防护装置 | |
WO2011070190A4 (es) | Plataforma oceánica polivalente y su procedimiento de fabricación e instalación | |
CN102277878A (zh) | 一种可浮运的浮式基础及其施工方法 | |
CN103175946A (zh) | 一种浅水湖泊湖泛自动监测系统及湖泛自动监测方法 | |
CN106644596A (zh) | 农田土壤渗漏水原位监测采样装置 | |
KR20210058211A (ko) | 해상풍력발전기를 이용한 가두리 양식장 | |
KR100786642B1 (ko) | 범용 다기능 하천 수문관측 장치 | |
CN107269015A (zh) | 一种基于市政道路工程的基坑安全防护装置 | |
WO2016209067A2 (es) | Metodo para la rehabilitacion de obra de toma para presa de almacenamiento | |
CN1332226C (zh) | 一种深海潜标测量系统 | |
CN114761640A (zh) | 具有铰链式提升装置的偏心抽吸桩泵 | |
KR101242721B1 (ko) | 조류발전장치 | |
WO2022144471A1 (es) | Torre offshore y metodo de montaje | |
ES2372513A1 (es) | Dispositivo sumergible para acoplamiento de turbinas o ruedas hidráulicas para aprovechamiento energético del flujo de una corriente de agua. | |
CN201133105Y (zh) | 简易水情遥测平台 | |
WO2020188127A1 (es) | Método de instalación de estructura marítima offshore y estructura marítima offshore |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
WWE | Wipo information: entry into national phase |
Ref document number: 201080063747.1 Country of ref document: CN |
|
121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 10835516 Country of ref document: EP Kind code of ref document: A1 |
|
121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 10835516 Country of ref document: EP Kind code of ref document: A1 |
|
WWE | Wipo information: entry into national phase |
Ref document number: 2012001527 Country of ref document: CL |
|
NENP | Non-entry into the national phase |
Ref country code: DE |
|
WWE | Wipo information: entry into national phase |
Ref document number: 2010835516 Country of ref document: EP |
|
ENP | Entry into the national phase |
Ref document number: 20127018036 Country of ref document: KR Kind code of ref document: A |
|
WWE | Wipo information: entry into national phase |
Ref document number: 13514895 Country of ref document: US |
|
REG | Reference to national code |
Ref country code: BR Ref legal event code: B01A Ref document number: 112012013965 Country of ref document: BR |
|
REG | Reference to national code |
Ref country code: BR Ref legal event code: B01E Ref document number: 112012013965 Country of ref document: BR |
|
ENPW | Started to enter national phase and was withdrawn or failed for other reasons |
Ref document number: 112012013965 Country of ref document: BR |