EP2758300A1 - Plate-formes flottantes énergétiquement autonomes et procédé pour les réaliser - Google Patents

Plate-formes flottantes énergétiquement autonomes et procédé pour les réaliser

Info

Publication number
EP2758300A1
EP2758300A1 EP12770420.3A EP12770420A EP2758300A1 EP 2758300 A1 EP2758300 A1 EP 2758300A1 EP 12770420 A EP12770420 A EP 12770420A EP 2758300 A1 EP2758300 A1 EP 2758300A1
Authority
EP
European Patent Office
Prior art keywords
floating platform
platform according
making
concrete
platform
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP12770420.3A
Other languages
German (de)
English (en)
Inventor
Edmond Krecké
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP2758300A1 publication Critical patent/EP2758300A1/fr
Withdrawn legal-status Critical Current

Links

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B5/00—Hulls characterised by their construction of non-metallic material
    • B63B5/14—Hulls characterised by their construction of non-metallic material made predominantly of concrete, e.g. reinforced
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B73/00—Building or assembling vessels or marine structures, e.g. hulls or offshore platforms
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B73/00—Building or assembling vessels or marine structures, e.g. hulls or offshore platforms
    • B63B73/20—Building or assembling prefabricated vessel modules or parts other than hull blocks, e.g. engine rooms, rudders, propellers, superstructures, berths, holds or tanks
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • B63B2035/4426—Stationary floating buildings for human use, e.g. floating dwellings or floating restaurants
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • B63B2035/4433—Floating structures carrying electric power plants
    • B63B2035/4453—Floating structures carrying electric power plants for converting solar energy into electric energy
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • B63B2035/4433—Floating structures carrying electric power plants
    • B63B2035/4466—Floating structures carrying electric power plants for converting water energy into electric energy, e.g. from tidal flows, waves or currents
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • B63B2035/4473—Floating structures supporting industrial plants, such as factories, refineries, or the like
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B2231/00—Material used for some parts or elements, or for particular purposes
    • B63B2231/40—Synthetic materials
    • B63B2231/50—Foamed synthetic materials
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B2231/00—Material used for some parts or elements, or for particular purposes
    • B63B2231/60—Concretes
    • B63B2231/64—Reinforced or armoured concretes
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B2231/00—Material used for some parts or elements, or for particular purposes
    • B63B2231/60—Concretes
    • B63B2231/64—Reinforced or armoured concretes
    • B63B2231/66—Fibre reinforced concretes, e.g. synthetic fibre reinforced concretes
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63C—LAUNCHING, HAULING-OUT, OR DRY-DOCKING OF VESSELS; LIFE-SAVING IN WATER; EQUIPMENT FOR DWELLING OR WORKING UNDER WATER; MEANS FOR SALVAGING OR SEARCHING FOR UNDERWATER OBJECTS
    • B63C1/00—Dry-docking of vessels or flying-boats
    • B63C1/02—Floating docks
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63J—AUXILIARIES ON VESSELS
    • B63J3/00—Driving of auxiliaries
    • B63J2003/001—Driving of auxiliaries characterised by type of power supply, or power transmission, e.g. by using electric power or steam
    • B63J2003/002—Driving of auxiliaries characterised by type of power supply, or power transmission, e.g. by using electric power or steam by using electric power
    • B63J2003/003—Driving of auxiliaries characterised by type of power supply, or power transmission, e.g. by using electric power or steam by using electric power using photovoltaic power generation, e.g. using solar panels
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63J—AUXILIARIES ON VESSELS
    • B63J3/00—Driving of auxiliaries
    • B63J3/04—Driving of auxiliaries from power plant other than propulsion power plant
    • B63J2003/046—Driving of auxiliaries from power plant other than propulsion power plant using wind or water driven turbines or impellers for power generation
    • 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
    • Y02A30/00—Adapting or protecting infrastructure or their operation
    • 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
    • Y02T—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO TRANSPORTATION
    • Y02T70/00—Maritime or waterways transport

Definitions

  • the invention relates to floating platforms and to a method for their production.
  • the invention relates to an ega float or a very large floating structure (VLFS).
  • VLFS very large floating structure
  • the invention relates both to platforms that are anchored in one place as well as to platforms that are mobile and regularly change their location.
  • CONFIRMATION COPY Building complexes or even airports etc. to build as a floating platform. Therefore land reclamation is usually resorted to landfills. Furthermore, known metal structures are maintenance-intensive. A special problem is the corrosion protection of the outer shell, as it is not possible for large platforms, inter alia, due to their use, to maintain them regularly in a dry dock from the outside.
  • the invention is based on the object, a method for producing a large floating
  • the object of the invention is already achieved by a method for producing a floating platform and by a floating platform according to one of the independent claims.
  • the invention relates to a method for producing a floating platform.
  • the invention relates to floating platforms with more than 100 m edge length. It can also be platforms by means of the invention
  • an arbitrarily trained body is understood, which can serve both as a buoyancy body for other structures as well as residential, industrial, commercial science and / or
  • the platform may contain other usable areas inside the body. This can have any shape. In the simplest case, the platform is designed as a rectangle. Depending on the purpose, however, this can have any shape, for example, round or triangular. if the
  • the shape can be optimized aerodynamically, in particular by the design of an edge as a rounding or tip.
  • a pit is provided near the water.
  • a excavation near the water is preferably completed as a pit. It is also conceivable, the pit in the form of a large
  • Formwork for a concrete slab to be cast later Preferably, concrete slabs are used.
  • a polymer concrete or a heavy concrete can be used.
  • Preferably plates are used with an overhang at the edge, which serve as shuttering of the concrete slab to be cast later.
  • the plates are preferably provided with connection reinforcements.
  • the plates can, in order to avoid displacements between the plates, be provided with connecting elements, such as with connecting iron.
  • connecting elements such as with connecting iron.
  • a concrete slab is poured. Heavy concrete can also be used for this purpose.
  • a reinforced concrete slab can be cast, which also has reinforcements for the walls to be constructed in more detail below.
  • bamboo fiber reinforced lightweight concrete As an alternative to reinforced concrete is also conceivable to use bamboo fiber reinforced lightweight concrete.
  • a grid of walls is erected on the concrete slabs, so that individual chambers arise.
  • These chambers preferably have a width, height and / or depth from 1 to
  • the walls may also be made of concrete, for example of steel or bamboo fiber reinforced concrete or else,
  • thermosetting foam in particular polyurethane foam, or a microporous lightweight concrete is used.
  • a hardening foam or lightweight concrete has the advantage that in the next step, a concrete slab can be poured onto the filling material, without the need for a formwork to be used.
  • the floating platform has 1 to 10 underwater levels and 20 to 50 levels of superstructures which can be erected in almost any manner on the floating platform formed according to the invention.
  • the platform itself can now be flooded by the pit after completion, for example by
  • Breaking up a waterside dam is flooded.
  • the pit can then be used immediately to create another platform.
  • the remote dam can now be replaced by a lock.
  • the invention enables a very simple, inexpensive production of large floating platforms, which can serve almost any purpose.
  • This embodiment of the invention has the advantage that penetrating water can flow under the finished platform without further ado and there is no danger that the erected platform will virtually suck on the floor.
  • the webs on the upper side extending grooves or nubs to allow a uniform water inlet and thus a uniform flooding.
  • the webs are provided with openings.
  • Recesses which also allow a distribution of water under the floating platform.
  • Copper particles or chips used These increase the longevity of the corresponding components, especially since the accumulation of organic organisms is reduced in the long term (anti-fouling).
  • the filling material supply lines and / or supply shafts introduced into the chambers.
  • the invention provides that 2 to 10 floors filled with filling material can be erected, on which further floors are erected, which are designed as Tarindustrie- or usable area.
  • the chambers are sealed with a sealant, in particular by means of epoxy resin.
  • this sealant can be poured through openings in an upper concrete slab.
  • a two-component resin in particular an epoxy resin, is used.
  • the invention enables a floating platform, which comprises at least one floor with a plurality of filled with a cured foam chambers, which formed of concrete or stone walls, and which has at least one further floor, which is designed as a residential, industrial, or usable space is.
  • the large platform made by the invention can serve various purposes.
  • a heat storage which is integrated in the platform, for example by a part of the chambers is filled with a heat-storing material.
  • the outer walls of the building may be provided with fluid lines acting as solar absorbers.
  • a heat accumulator which is preferably arranged in one of the lower levels of the floating platform, can be charged.
  • This heat is preferably used for a temperature barrier, which consists of other internal fluid lines.
  • the floating platform may comprise an anchor, which is preferably formed by recessing one or more chambers upon erection of the platform and placing in the chamber or chambers a concrete block fixed to a winch. This can be used to anchor the floating platform
  • the platform preferably has a self-sufficient
  • the platforms according to the invention can be used both stationary and are anchored in one place. Stationary platforms are especially for extraction additional space for residential, industrial, infrastructure and other purposes.
  • Mobile floating platforms are particularly suitable for site-dependent uses such as solar power utilization, as described in detail below.
  • the entire platform can be rotated by their own drive, so that can be dispensed with elaborate, individually rotatable elements.
  • the platform is also mobile and can be moved south to increase efficiency.
  • the jet engines of the platform are preferably from
  • temperate climates are so significantly increased. Since the platform can be operated on the open sea, there is a much lower risk of theft than on the mainland.
  • the recovered electricity can now be fed via submarine cable into the network or stored in the platform.
  • Power generation platform can be operated by a guard.
  • the desalination plant can also be used with the above
  • Desalination plant powered by energy which was generated on the platform.
  • the recovered drinking water can be stored on the platform and pumped out as soon as it reboots the land.
  • This embodiment of the invention avoids the great problem of zones of greatly increased salt concentration in the vicinity of seawater desalination plants, since the plant is mobile and can be added before the salt concentration around the platform reaches a critical level.
  • industrial salts can also be produced at very low cost and stored on the platform until further use.
  • the platform can be used as a mobile garbage sorting and recycling plant.
  • garbage can be transported to the lower hull, stored, recycled and further processed.
  • the platform can also be used, for example, as an airport, floating extension of a country, congress center, gardens, walk-in marine underwater world, parking garage, etc.
  • the platform can also be used, for example, as a vertical farm, sports center, cultural center,
  • the platform can be rotated. So the residents of the floating platform can enjoy an alternating view, each apartment has at times sea views.
  • floating platforms can be connected by bridges and thus used as a land bypass, for example, to avoid contaminated or contaminated zones.
  • the platform in particular when it is used near the coast, connected to spaced, located on the seabed sensors for earthquakes. It is understood that this connection is provided in particular wirelessly.
  • the platform can move independently from the coast into the open sea by means of its propulsion, so that an emerging tsunami on the platform has no influence.
  • the platform may have light wells over which
  • Sunlight is directed through a mirror system in the lower hull.
  • the invention further relates to a floating
  • Platform in particular a floating platform described above. This includes collecting ducts, through which water can flow in wave motion. Further, the platform includes breakwaters and generators for
  • Generators with vertically arranged turbine are preferably at the end of a vertical collecting duct
  • Turbine jams runs out.
  • Such platforms are for example as
  • Tide height to be used.
  • Protective ramps are preferably used platforms whose width is substantially less than their length, in particular, a ratio of length to width of 5 or more is provided. As a rule, a width of less than 20 m is sufficient.
  • protective walls of preferably several juxtaposed platforms can be fixed stationarily with anchor chains.
  • the underwater vessel of such a protective wall preferably comprises several floors adapted to the respective location.
  • designed as a protective wall, but also for other stationary uses is also conceivable, the
  • the platform in such a way that it can be set to reason.
  • the platform comprises extendable pillars, which reach the seabed
  • controllable, hydraulic or pneumatic pillars can be used.
  • Retractable pillars provide a permanent connection to the continental shelf of the country, so that the floating platform ultimately serves to gain additional land.
  • the pillars can be filled with a filling material, in particular with concrete, in order to provide a permanent anchoring in the sense of a foundation on the seabed.
  • pillars are installed in individual chambers of the floating platform.
  • you can individual chambers which serve to accommodate the pillars are filled with foam when filling the chambers.
  • the pillars can in particular be retracted telescopically into the underwater vessel.
  • the floating platform becomes a bank on stilts.
  • Protective ramparts made of platforms can be inexpensively manufactured in low-wage countries and economically transported worldwide by sea.
  • FIGS. 9 to 12 show schematically illustrated exemplary embodiments, are explained in greater detail.
  • Fig. 1 shows, schematically shown, a plate 1, which for the establishment of a floating platform
  • Platform is used and which has an overhang 2 on one side. It is understood that plates which are used at the corners, advantageously have projections on two corners (not shown).
  • the plate is both in the area of the overhang 2 and in the other area with Armiereisen 3 and Provide reinforcements, which, as will be explained in more detail below, serve the connection to other elements of the floating platform.
  • the plate is preferably made of heavy concrete or
  • Polymer concrete and may be provided with copper particles or copper chips, which provide an anti-Fowling effect.
  • Fig. 2 shows schematically a back of a plate 1.
  • the plate 1 may be back provided with a streamlined structure, such as in the form of a dents 6, through which the water resistance is reduced.
  • Fig. 3 shows schematically a first step in
  • the webs may have openings 8, nubs 9 or, as shown in Fig. 5, grooves 10, which also allows water under the bottom of the
  • Floating platform can flow and this does not suck on the ground or floats unevenly, which can lead to damage or the cause of tidal waves.
  • a concrete layer 11 is cast on the plates 3a, 3b. It is also preferably to
  • Heavy concrete which is provided with reinforcements and optionally other connection elements such as reinforcing bars and reinforcements (not shown).
  • a stainless steel used.
  • a grid of walls 12 is erected on the concrete slab 11.
  • the walls 12 are also cast from concrete and are
  • arm irons 3 or bamboo fiber
  • Connection brackets include a rigid
  • the resulting chambers 13 are filled with polyurethane foam 14 or microporous lightweight concrete. Unlike in this one
  • the walls may be slightly higher, so as to form a casing when, as shown in Fig. 8, another concrete slab 15 is poured directly onto the polyurethane foam or microporous lightweight concrete. With curing of the concrete floor 15 is the first floor of the floating platform
  • an epoxy resin for sealing the chambers may be introduced via preferably funnel-shaped recesses (not shown) of the upper concrete slab 15.
  • more will be added in the same way
  • the platform according to the invention preferably consists of 1 to 4 underwater floors and 25 to 35 others
  • Fig. 9 shows schematically a floating platform 16 which is left on the water.
  • the floating platform 16 has edge-side jet drives 18 as a drive. Center is in the floating
  • the anchor shaft 17 can be provided in a particularly simple manner that one or more adjacent
  • Chambers are left out during manufacture.
  • a concrete block is inserted as an anchor, which can be lowered down
  • Retractable pillars can also be arranged in individual chambers of the underwater vessel, by means of which the floating platform can be anchored to the seabed.
  • the pillars (not shown) are used in a
  • the pillars are filled with concrete and convert the floating platform to the
  • Fig. 10 shows schematically shown a
  • Embodiment of a floating platform 16a which may include, for example, a landing pad 22 and a park 19.
  • Business building 20 This is preferably a zero energy house. This can be provided with walls which have a temperature barrier.
  • On the roof of the building 20 is preferably a
  • the building 20 consists in this embodiment of several columns 25, in which, for example, apartments, hotel, offices or shops are arranged.
  • the building 20 is preferably closed by a multi-storey crown 26. This may also include residential and / or commercial space.
  • the floating platform 16a can be over floating
  • Anlegestege 23 have.
  • the web 21 provides a connection to another floating platform 16b.
  • a 500m x 500m floating platform can provide extremely economical wharfs of 2000m in length for cruise ships. about
  • Boom jibs can be used to provide additional wharf systems for yachts and sailboats.
  • Platforms have different Quay heights and gradations, in particular, stairs can extend to the sea level.
  • a plurality of floating platforms which are connected by webs, so a floating
  • Land bridge be provided. As shown in Fig. 11, the floating platform 16 is also suitable for industrial plants, as in this embodiment with solar modules 24th
  • the solar modules 24 are permanently installed, so do not have a pivot mechanism to follow this the sun. Rather, the floating platform 16 can be rotated about their own drives in the sun.
  • the electricity generated can be used for example in high-temperature batteries, which are floating in the
  • a channel system is integrated in the outer wall 12 of the floating platform, shown is a sectional view.
  • the wall has a collecting passage 28, which via a
  • Channel system is connected to a horizontally extending collecting passage through which the water enters the collecting passage 28.
  • water can flow into the collecting duct 28 and thereby an upper turbine 31 and drive a lower turbine 32 to generate electric current.
  • Pillars or breakwater 30 direct the water up into the collecting ducts and at the same time reinforce the outer wall of the floating platform.
  • This collection comprehensive side should preferably be located to the sea side.
  • the generators which are connected to the turbines 30, 31, can be arranged vertically and even on both sides of the collecting gear input to increase the energy efficiency.
  • the generators can be divided in the middle to efficiently use incoming and outgoing water.
  • the turbines 31, 32 may be divided in the collecting passage 28 to efficiently use inflowing and outflowing water.
  • the multi-split turbine generators have the purpose that at different wave heights only the turbine sections affected by water are activated. The generators can automatically switch the direction of rotation in order to generate electricity for incoming and outgoing seawater.
  • Fig. 14 which is a
  • the breakwaters 30 have the additional function, in addition to the function that the kinetic forces of large waves are absorbed or deflected, to direct the water into a horizontal collecting passage 33. This is in connection with the collecting ducts of the turbine generators (28 in FIG. 12) and serves the energy-efficient
  • Such an arrangement of collecting ducts may be provided on the sea side over the entire length or even only sectionally. Large ships can be securely moored to the pillars, which are preferably made of reinforced concrete. Otherwise, the entire amplification serves the
  • the invention can be in a very simple way surfaces for industrial and residential purposes on the sea

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Revetment (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

La présente invention concerne un procédé pour réaliser une plate-forme flottante. Selon l'invention, une plate-forme comprenant une pluralité de chambres (13) remplies de mousse durcie (14), est réalisée en béton.
EP12770420.3A 2011-09-23 2012-09-21 Plate-formes flottantes énergétiquement autonomes et procédé pour les réaliser Withdrawn EP2758300A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102011114158A DE102011114158A1 (de) 2011-09-23 2011-09-23 Schwimmende energieautarke Plattformen sowie Verfahren zu deren Herstellung
PCT/EP2012/003947 WO2013041231A1 (fr) 2011-09-23 2012-09-21 Plate-formes flottantes énergétiquement autonomes et procédé pour les réaliser

Publications (1)

Publication Number Publication Date
EP2758300A1 true EP2758300A1 (fr) 2014-07-30

Family

ID=47010484

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12770420.3A Withdrawn EP2758300A1 (fr) 2011-09-23 2012-09-21 Plate-formes flottantes énergétiquement autonomes et procédé pour les réaliser

Country Status (4)

Country Link
EP (1) EP2758300A1 (fr)
BR (1) BR112014006913A2 (fr)
DE (1) DE102011114158A1 (fr)
WO (1) WO2013041231A1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107804438A (zh) * 2017-12-14 2018-03-16 张耀辰 一种模块化海上作业平台
CN113086111B (zh) * 2020-01-08 2024-02-13 叶可 一种水上组合平台
CN113120182B (zh) * 2021-04-09 2022-04-01 中国科学院广州能源研究所 深海多能互补发电生产生活探测综合平台

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Publication number Priority date Publication date Assignee Title
DE340517C (de) * 1918-12-12 1921-09-13 Kieler Eisenbeton Werft A G Verfahren zum Bau von Eisenbetonschiffen in einem Dock
US4548153A (en) * 1982-07-16 1985-10-22 Confloat Consulting Ltd. Buoyant concrete foundation and method therefor
GB9512258D0 (en) * 1995-06-16 1995-08-16 Derby Stanley Hollow concrete-walled structure for marine use
CA2602682A1 (fr) * 2005-03-31 2006-10-05 Dutch Docklands International B.V. Procede de preparation d'une base flottante
NO330250B1 (no) * 2005-06-16 2011-03-14 Olav Olsen As Dr Techn Flytekonstruksjon bestaende av et antall sammensatte selvflytende elementer av stal og fremgangsmate for oppbygging av flytekonstruksjonen
DE202009012013U1 (de) * 2009-09-04 2010-01-07 Altenkirch, Ralf Schwimmende Hafenmolen am Bodensee, geeignet für die Nutzung zu Wohn- und Geschäftszwecken
DE202009013639U1 (de) 2009-10-09 2011-03-03 Krecké, Edmond D., Dipl.-Ing. Niedrigenergiegebäude, insbesondere autarkes Nullenergiehaus

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2013041231A1 *

Also Published As

Publication number Publication date
WO2013041231A1 (fr) 2013-03-28
BR112014006913A2 (pt) 2017-04-04
DE102011114158A1 (de) 2013-03-28

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