WO2013041231A1

WO2013041231A1 - Floating energy-autonomous platforms, and method for the production thereof

Info

Publication number: WO2013041231A1
Application number: PCT/EP2012/003947
Authority: WO
Inventors: Edmond Krecké
Original assignee: Krecke Edmond
Priority date: 2011-09-23
Filing date: 2012-09-21
Publication date: 2013-03-28
Also published as: EP2758300A1; BR112014006913A2; DE102011114158A1

Abstract

The invention relates to a method for producing a floating platform. In said method, a platform comprising a plurality of chambers (13) is made from concrete, the chambers (13) being filled with a hardened foam (14).

Description

Floating energy self-sufficient platforms and methods for their production

description

FIELD OF THE INVENTION The invention relates to floating platforms and to a method for their production. In particular, the invention relates to an ega float or a very large floating structure (VLFS). 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.

Background of the invention

Large floating platforms as such are known. For example, there are rigs that are designed as floating platforms. There are also efforts, especially in densely populated areas, to provide additional living and usable space by floating platforms. Usually, however, floating platforms are manufactured using technologies similar to modern ships and are made of steel in particular. The disadvantage is that the associated production costs are so high that it usually does not pay, larger

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.

Despite all safety precautions exists in known platforms made of steel elements at risk that the

Platform sinks in case of serious damage.

Object of the invention

The invention is based on the object, a method for producing a large floating

To provide platform, which allows a simple and inexpensive production of large platforms

It is a further object of the invention to provide a secure and durable platform for

various purposes residential, industrial, commercial science and / or other usable space provides.

Summary of the invention

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.

Preferred embodiments and further developments of

Invention are to be taken from the respective subclaims.

The invention relates to a method for producing a floating platform. In particular, the invention relates to floating platforms with more than 100 m edge length. It can also be platforms by means of the invention

provide, which can have almost any size, in particular more than 200 m, preferably more than 300 m edge length. Under a platform in the context 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

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

Platform is to be moved regularly, the shape can be optimized aerodynamically, in particular by the design of an edge as a rounding or tip.

First, a pit is provided near the water.

Due to the size of the platform, a excavation near the water is preferably completed as a pit. It is also conceivable, the pit in the form of a large

To provide dry docks. First of all, a floor of slabs is laid out in the pit. This floor serves as an outer shell and at the same time as

Formwork for a concrete slab to be cast later. Preferably, concrete slabs are used. For this purpose, in particular 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. After building this floor, a concrete slab is poured. Heavy concrete can also be used for this purpose. For example, a reinforced concrete slab can be cast, which also has reinforcements for the walls to be constructed in more detail below.

As an alternative to reinforced concrete is also conceivable to use bamboo fiber reinforced lightweight concrete.

After curing of the resulting composite structure, 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,

at least partially, be built from prefabricated elements.

Then the chambers are filled with a filling material

refilled. It is a lightweight filler used, which allows the necessary buoyancy. Preferably, a thermosetting foam, in particular polyurethane foam, or a microporous lightweight concrete is used.

The use of 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.

It is understood that not all chambers need to be filled with a filling material, but that individual chambers, which can later serve as usable space or for the introduction of functional components of the floating platform, also not filled. The filled chambers have definitely the purpose of always ensuring the necessary buoyancy, since the chambers can not sink even in the event of damage due to the introduced filling material. Preferably, now further floors filled or not filled chambers are applied. For this purpose, in turn, the upper applied concrete slab reinforcements, which serve as anchoring elements for walls. In a further development of the invention, the outer walls of the lower hull and / or the plates which form the bottom of the floating platform to diminish the flow resistance trough-shaped depressions or structuring, in particular structuring similar to the structure of sharkskin on.

In a preferred embodiment of the invention, 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 erection of structures, in particular the construction of residential and machinery, can take place when the

Platform already floating outside the dock in the sea.

The pit can then be used immediately to create another platform. Here it is provided in particular that 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.

In a preferred embodiment of the invention, prior to laying the bottom of plates a plurality of Bars brought into the pit, on which the plates are placed.

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. Preferably, the webs on the upper side extending grooves or nubs to allow a uniform water inlet and thus a uniform flooding.

It is also conceivable that the webs are provided with openings.

Further, as is provided in a further embodiment of the invention, the plates on the underside

Recesses, which also allow a distribution of water under the floating platform.

In a further development of the invention, at least for an outer wall and / or for the plates, concrete with

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).

In a further development of the invention are before

Filling the filling material supply lines and / or supply shafts introduced into the chambers. For example, water, sewage, power lines, etc.

be laid and then shed in the filler. In particular, 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 Wohnindustrie- or usable area.

In a further development of the invention, the chambers are sealed with a sealant, in particular by means of epoxy resin. In particular, this sealant can be poured through openings in an upper concrete slab. Preferably, a two-component resin, in particular an epoxy resin, is used. The thus created additional seal between the individual chambers ensures that even with damage or destruction of individual chambers water can not flow gradually into the adjacent chambers.

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.

So it is initially conceivable to provide residential and commercial space for commercial use by means of the platform. For this purpose, further floors can be built with residential or usable space. Preferably, buildings are constructed with zero energy standards. G

In connection with the floating platform can be used to supply the fluid line in the walls of 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. Thus, with warm outside temperatures, 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.

To secure the floating platform, it 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

be drained. The platform preferably has a self-sufficient

Drive, in particular gondolas with a rotatable jet drive can be preferably attached to the corners of the platform. 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 following are exemplary uses of the

Platform will be explained in more detail.

It is conceivable, for example, to use the platform for the production of electricity.

For this purpose, for example, be used on photovoltaic, but also on solar thermal power plant technologies.

In order to follow the mirror or photovoltaic elements of the sun, 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

Electric motors powered, which generates the platform itself. The low efficiency of photovoltaic in

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. Next is the

Power generation in southern latitudes not through unstable political conditions, as in many

Mainland regions of such areas,

endangered. The recovered electricity can now be fed via submarine cable into the network or stored in the platform.

It is also for storing energy also conceivable that hydrogen is generated by means of the current, which liquefies via corresponding cooling units in the

Stored until it goes back to the mainland. Such a theft and vandalism secure

Power generation platform can be operated by a guard.

In another embodiment, on the

Platform a drinking water desalination plant will be built.

The desalination plant can also be used with the above

combined energy generation from renewable energy sources. Here is the

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.

Instead of directing the brine completely into the sea, industrial salts can also be produced at very low cost and stored on the platform until further use.

In a further embodiment of the invention, the platform can be used as a mobile garbage sorting and recycling plant. In particular, 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,

Landing place for helicopters etc. as well as for over- and

Underwater research and observations of any kind are used (e.g., underwater restaurants / nightclubs, with panoramic safety glass panels and

Underwater lights to marine fauna - observation) When using the platform for residential purposes it is

especially advantageous that the platform can be rotated. So the residents of the floating platform can enjoy an alternating view, each apartment has at times sea views.

Furthermore, several floating platforms can be connected by bridges and thus used as a land bypass, for example, to avoid contaminated or contaminated zones.

In a further development of the invention, 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. In the event of a seaquake, 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 reasonably priced provision of large floating platforms also allows for a very inexpensive

Production of both industrial and

Residential complexes in low-wage countries, from where they can be brought by their own drive in industrial nations. 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

Power generation. These are in particular vertical and / or horizontal generators. By means of generators with horizontally arranged turbine, the kinetic energy of an incoming wave can already be used. Generators with vertically arranged turbine are preferably at the end of a vertical collecting duct

used, from the water, which is above the

Turbine jams, runs out. Such platforms are for example as

Protective walls of port facilities, runways near the sea, power plants and offshore residential and

Industrial settlements. Both at low tide and high tide, electricity can be generated efficiently and evenly.

At the same time people and buildings are protected.

About anchorages, these "energy protection walls", which preferably consists of several juxtaposed

Platforms exist, regardless of their respective

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.

These protective walls of preferably several juxtaposed platforms can be fixed stationarily with anchor chains. In order to prevent waves from migrating under the platform, the underwater vessel of such a protective wall preferably comprises several floors adapted to the respective location. In particular, designed as a protective wall, but also for other stationary uses is also conceivable, the

Platform in such a way that it can be set to reason. In particular, it is conceivable not to fill a part of the chambers with a hardened foam and to flooding it to settle the platform due. By pumping out the water, such a platform can float up again. In a further development of the invention, the platform comprises extendable pillars, which reach the seabed

can be extended. In particular, individually or in groups 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.

It is conceivable, over the pillars to provide a level compensation to the water level, such as at low tide or high tide.

It is also conceivable to provide telescopically extendable pillars.

In another embodiment of the invention, 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.

Preferably, pillars are installed in individual chambers of the floating platform. In particular, 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.

Above the piers, 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.

Description of the drawings

In the following, the invention will refer to the drawings, FIGS. 9 to 12, which 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

is used. It is a plate 1, which for the

Edge area of the lowest layer of a floating

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. Next, the plates 1 corresponding

Have connecting elements 4 and recesses 5 to securely connect them when laying a floor together. 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

Construction of a floating platform. First, on the bottom of the pit from jetties 7 a particular

laid honeycomb grid. On these webs a bottom of plates 3a, 3b is placed. The plates 3a, 3b are laid "crunchy" without clearance, and the plate 3a has a peripheral projection, preferably an area of at least 1000 m ² through the plates

built. It is understood that in this schematically illustrated embodiment, only a small number of plates is shown. The plates themselves have

preferably one size between one and ten meters

Side length. Referring to Fig. 4 and Fig. 5 further details of the webs will be explained in more detail.

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.

As shown in Fig. 6, in a next step, 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).

Alternatively, it is also conceivable, the concrete slab 11

To build bamboo fiber reinforced concrete.

In the case of using metal reinforcements will

Preferably, at least for the plates 3a and 3b, a stainless steel used.

As shown in Fig. 7, now a grid of walls 12 is erected on the concrete slab 11. Preferably, the walls 12 are also cast from concrete and are

also with arm irons 3 (or bamboo fiber)

or connection reinforcements provided. To

Erection of the walls now a plurality of chambers 13 has arisen. Depending on the version it is

appropriate, the walls over the webs 7, so at the Place where the plates 3a and 3b adjoin or intervene.

It is also conceivable to make this grid out of walls

prefabricated walls or chambers ("caissons")

build. These are economical and fast

manufacturable and can necessary breakthroughs and

Connection brackets include a rigid

Overall network of the platform.

After erecting the walls 12, the resulting chambers 13 are filled with polyurethane foam 14 or microporous lightweight concrete. Unlike in this one

Embodiment illustrated, in the edge region, 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

emerged. Optionally, an epoxy resin for sealing the chambers may be introduced via preferably funnel-shaped recesses (not shown) of the upper concrete slab 15. Preferably, more will be added in the same way

Created floors.

The platform according to the invention preferably consists of 1 to 4 underwater floors and 25 to 35 others

Floor ups.

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

Platform 16 an anchor shaft 17 introduced, which extends to the top concrete slab 11. The anchor shaft 17 can be provided in a particularly simple manner that one or more adjacent

Chambers are left out during manufacture.

Preferably, in the anchor shaft 17, a concrete block is inserted as an anchor, which can be lowered down

(not shown) .

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

Embodiment of the invention an automatic

Leveling at low and high tide, for example. In another embodiment of the invention, the pillars are filled with concrete and convert the floating platform to the

Backfill to a bank standing on stilts.

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.

In the middle is a multi-storey residential and

Business building 20. This is preferably a zero energy house. This can be provided with walls which have a temperature barrier. When

Cold storage, in particular for Operation of the temperature barrier of the building can do that

Serve seawater.

On the roof of the building 20 is preferably a

Helipad for a fast and safe

To ensure access to the luxury floors located on the upper floors.

The building 20 consists in this embodiment of several columns 25, in which, for example, apartments, hotel, offices or shops are arranged.

Between the columns 25 hanging gardens are arranged. Upwards, 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.

For example, 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.

For different ship sizes, the sides of the

Platforms have different Quay heights and gradations, in particular, stairs can extend to the sea level. By 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

Preferably, 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

Platform are integrated, stored or transported on land with an overseas cable.

Referring to Fig. 12, a way will be explained of how to generate electric power by means of the floating platform.

In this embodiment, 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.

Via inlets 27 and / or outlets 29, 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.

As shown in Fig. 13 in a further view, 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.

As best seen in Fig. 14, which is a

Top view of the sea side of the floating platform, 30 vertical pillars are formed by the breakwater. At the same time, the platform for creating big ships more reinforcements and pillars

contain.

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

Power generation.

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

Seafront of an economic additional

Energy production. The invention can be in a very simple way surfaces for industrial and residential purposes on the sea

provide. It is also conceivable to use a floating platform for wind turbines. The floating platforms are mobile, allow independence from politically unstable conditions and allow a very environmentally friendly provision of space and space for industrial and residential purposes. LIST OF REFERENCE NUMBERS

1 plate

2 overhang

3 style irons

4 connecting element

5 recess

6 indentation

7 footbridge

8 breakthrough

9 knob

10 groove

11 concrete slab

12 wall

13 chamber

14 PU foam

15 concrete slab

16 platform

17 anchor shaft

18 propeller gondola 19 park

20 residential / commercial buildings

21 footbridge

22 landing place

23 Pier

24 solar module

25 column

26 crown wreath

27 enema

28 collective course

29 outlet

30 breakwater

31 upper turbine lower turbine collecting duct

Claims

Process for making a floating

Platform comprising the steps:

- Provision of a pit, in particular

Dry dock or wet dock, near the coast;

- laying a floor of plates;

- pouring a concrete slab on the slabs;

- erecting a grid of walls on the concrete slab;

- Fill a filler in the so

resulting chambers;

- casting a concrete slab on the filling material;

- Flooding of the pit with water after completion of the platform.

Process for making a floating

Platform according to the preceding claim, characterized in that a plurality of webs are introduced into the pit, on which the plates are placed.

Process for making a floating

Platform according to one of the preceding claims, characterized in that at the edges of the platform plates are applied with at least one edge-side overhang.

Process for making a floating

Platform according to one of the preceding claims, characterized in that the filling material is a self-hardening polymer foam, in particular Polyurethane foam, or closed-cell

Lightweight concrete is used.

Process for making a floating

Platform according to one of the preceding claims, characterized in that after the casting of the concrete slab, at least one further floor is erected by erecting a grid of walls, filling the chambers thus formed with a filling material and casting a further concrete slab.

Process for making a floating

Platform according to one of the preceding claims, characterized in that a polymer concrete or heavy concrete is used at least for an outer wall and / or for the plates.

Process for making a floating

Platform according to one of the preceding claims, characterized in that at least for an outer wall and / or for the slabs concrete with

Copper particles and / or chips is used.

Process for making a floating

Platform according to one of the preceding claims, characterized in that plates with

Connecting elements, in particular connecting iron used.

Process for making a floating

Platform according to one of the preceding claims, characterized in that plates are used, which on the underside at least one Have recess.

Process for making a floating

Platform according to one of the preceding claims, characterized in that supply lines and / or ducts are introduced into the chambers before filling the filling material.

Process for making a floating

Platform according to one of the preceding claims, characterized in that 2 to 10 with the

Fill material filled floors are built and built on these floors more floors, which are designed as living or working space.

Process for making a floating

Platform according to one of the preceding claims, characterized in that a sealing means between the walls and the cover plate, in particular epoxy resin, is introduced via the chambers.

Floating platform, in particular manufactured by a method according to any one of the preceding

Claims, comprising at least one floor with a plurality of filled with a cured foam or lightweight concrete chambers with concrete or

Stone walls and at least one other floor, which is designed as living or working space.

14. Floating platform according to the preceding claim, characterized in that the platform is at least 100 m wide and long.

5. Floating platform according to one of the preceding claims, characterized in that the chambers are 1 to 5 m, preferably 2 to 3 m high.

Floating platform according to one of the preceding claims, comprising a photovoltaic system and an energy store.

7. Floating platform according to one of the preceding claims, comprising a

Seawater desalination plant.

18. Floating platform, in particular according to one of the preceding claims, comprising collecting ducts, through which water can flow in wave motion,

Well crushers and generators for power generation, in particular vertical and / or

Horizontal generators. 19. Land Bypass, comprising a plurality of floating

Platforms according to one of the preceding claims, wherein the platforms are connected by means of a traveling web.