WO2013032415A1

WO2013032415A1 - Wind energy tower

Info

Publication number: WO2013032415A1
Application number: PCT/UA2012/000079
Authority: WO
Inventors: Анатолий Васыльовыч СЫРОТА; Мыкола Дмытровыч ЧОРНОМЫЗ
Original assignee: Syrota Anatolii Vasyliovych; Chornomyz Mykola Dmytrovych
Priority date: 2011-08-26
Filing date: 2012-08-27
Publication date: 2013-03-07

Abstract

The invention relates to wind-power engineering. A wind energy tower comprising a supporting structure and an annular platform which is located and secured at the top part thereof and has wind catchers attached at intervals to its outer perimeter, wherein the platform itself is able to revolve around the vertical axis of the tower, is characterized in that, in addition to the supporting structure, said structure is surrounded by a plurality of vertical towers which serve as additional supports for the annular platform. Crossing bridges are constructed at intervals up the full height of the wind energy tower between all the support towers adjacent thereto.

Description

Wind power tower

The invention relates to wind energy.

The most common wind turbines have a tower with a wind turbine that generates electricity, and the wind wheel rotates around a horizontal axis (“Electrical Engineering Market”, N ° 2, 2006. Using wind turbines to supply power to network consumers).

The disadvantages of this solution significantly limit the build-up of a part of wind energy in the total electricity generation by all types of power plants. In particular, wind turbines of this type are limited in increasing power for the following reasons.

The wind wheel rotating around a horizontal axis has a sufficiently high rotation speed, which reaches 45-60 revolutions per minute. In large wind turbines, the wind-wheel trailer has a circular speed exceeding the speed of sound in air. As a result of this, a large noise load is created on the area adjacent to the wind turbine. The entire wind turbine design system is subject to significant vibrational loads. The formation of large power loads on this system is even more negative due to the need for constant orientation of the wind wheel in the direction of the wind flow. These loads arise due to the gyroscopic effect of the wind wheel, the counteraction of which requires large force impacts, which respectively require significant energy expenditures and create, as already mentioned, significant additional power loads on the entire constructive system of the VEU. Due to these factors, wind turbines of this type cannot work at a wind speed exceeding 20 + 25 m / s. This is a very significant negative, virtually eliminating the possibility of creating a HEU with a height of more than 180 meters. That is, exactly from the level where the potential of wind energy becomes the most effective and approaches almost constant action with very slight fluctuations. To all of the above, it is necessary to add that such wind turbines create significant interference with the operation of all types of television and radio communications. All this together creates the practical impossibility of placing wind turbines directly in or near settlements, which in turn requires significant additional costs for creating a significant length of electric networks from wind turbines to facilities that consume the electricity generated by them. These negatives of wind turbines of this type are, as already mentioned, the main factors limiting to a large extent their development and distribution. But there are additional dangers. For example, in the case of the destruction of a wind wheel, the consequences of which can be extremely severe, which additionally imposes restrictions on the choice of location for such objects, and clearly this aggravates the above-mentioned complex of negatives of such wind turbines. Not to mention the fact that even at a considerable distance from settlements, wind turbines of this type create a depressing effect on the biosphere of their stay. For example, after the construction of such wind turbines located in the marine area, fishermen protested, because the number of fish in this area decreased sharply. It is clear that this example is universal in nature for any territory on the globe.

There is a known solution (taken as a prototype) of a wind power tower (Patent of Ukrati 45294, Orphan tower is energetic), which eliminates a significant number of negatives of the traditional and most common wind turbines. A feature of the prototype is as follows.

A wind turbine that captures wind energy with its conversion into electricity is fixed in the upper part of the wind turbine tower. The main element of this unit is a ring platform, rotating around the vertical axis, which is the vertical axis of the tower. Scooters are periodically attached to the outer contour of the annular platform. A significant advantage of this solution are such factors.

First and foremost. By increasing the diameter of the annular platform, we accordingly reduce its rotation speed around the vertical axis of the tower. Moreover, this regulation of the rotation speed can be brought to a level that virtually eliminates all the above mentioned negatives of traditional wind turbines, where the wind wheel rotates around the horizontal axis of the wind turbine. For example, in comparison with the above wind turbines, instead of 45 + 60 revolutions per minute, we can reduce this figure ten times or more. That is, take as much as necessary so that none of the above negatives have a place in our wind turbine. At the same time, the use of wind energy, transforming into electricity in a wind turbine of the prototype, is carried out without any loss. All other positives of the prototype, which are naturally provided by the noted main factor of the necessary reduction in the rotational speed of the ring platform-rotor of the wind turbine, we consider below. But these extraordinary advantages of the prototype are associated with a negative factor that hinders the possibility of its maximum use.

In particular, we are talking about the following.

It is clear that our desire to increase the diameter of the ring platform can theoretically be provided for any given situation. But it is also clear that the implementation of this provision causes an increase in the material consumption of both the platform itself and the tower, which should carry this platform. Moreover, the more we try to reduce the speed of rotation of the platform (by increasing its diameter), the more the mass of the platform itself increases, and even more of the tower.

In general, the increase in the mass of wind turbines occurs disproportionately faster than the desire to reduce platform rotation speed. Can this unproductive disproportion be counteracted?

Namely, a positive answer to this question is the goal of our invention.

The goal is achieved by the fact that in the wind tower, including its own supporting structure, and its annular platform located and fixed in the upper part, to the outer contour of which the scoops are periodically attached, while the platform itself can rotate around the vertical axis of the tower, according to the invention, except for its own supporting structure, several vertical towers are made around it, which serve as additional support for the annular platform.

The invention and its effectiveness are illustrated by the drawing, which shows one of the options for this solution, obtained in the process of search design development, performed by LLC "Ukrstalkonstruktsiya" them. V.N.Shimanovsky. In particular, we are talking about an experimental wind turbine with a capacity of 2.0 MW, with dimensions - a height of 25 meters, a diameter of 100 meters, located at a height of 200 meters.

In FIG. 1, a vertical section, in FIG. 2 is a plan, in FIG. 3 is a section B-B in FIG. 1, in FIGS. 4 and 5, wind turbine assemblies, in FIG. 6 is a general perspective view, in FIG. 7 is the same, but without an annular wind turbine platform .

The wind turbine with the proposed tower includes its own supporting structure 1 and six additional towers 2, 3, 4, 5, 6, 7, placed on the basis of 15 (although the number of these additional supporting towers may be different, depending on specific conditions). The top of this entire support complex is combined into a single structural support system using magnets 8, at the top of which it is also possible to support an annular support platforms 9. As a spatial structural system of reliable strength and rigidity, the annular platform 9 is made up of two parts - external 12 and internal 13, interconnected by connecting elements 14 of any structural design, truss, beam, etc. In general, the presented design of the annular Platform 9 is just one illustration from the whole set of possible options for creating this main element of the design of wind turbines. Therefore, it is clear that, depending on the specific conditions, a search should be made for the optimal solution to this design, which, acting as a rotor of a wind turbine, should be designed with the aim of achieving its minimum mass and cost.

The ring platform 9, in addition to the so-called native, native support (according to the prototype) on the supporting structure 1, is able to support through the system of magnets 8 on additional supporting towers 2, 3, 4, 5, 6 and 7. The ring platform has a scoop-blade 1 1, evenly spaced along its outer contour, relying on its supporting structures and fixing relative to them without mechanical contact, i.e., through magnetic systems. In particular, vertically and horizontally, the platform 9 is fixed by the method of "magnetic levitation". Constructively

“Magnetic levitation” can have many embodiments, one of them is shown in figures 4 and 5. The magnetic system for fixing the platform relative to axis 10 is not conventionally shown, and can be performed by known methods in any accepted embodiment, creating a kind of mechanically contactless bearing around the axis 10. As a result, the entire platform 9 resides in airspace without mechanical contact with structures that fix its reliable and stable stay in the same coordinates. It should be noted that “magnetic levitation” can be arranged using both permanent magnets and electromagnets, or with the use of both with a reasonable combination of them. As for the constructive and technological design of electricity generation, we do not conditionally show it, believing that this task is reliably and effectively solved in any known way. But it should be noted especially that in our particular case all these methods are mainly based on the idea of creating a magnetoelectric generator, in which the said system of “magnetic levitation” is simultaneously an integral part of this generator. We repeat, on this principle there can be many options for its implementation, but the idea of this principle remains unchanged, and it is quite efficiently and reliably worked out and researched. The same applies to the removal of current from the generator, and all other elements of the wind turbines, which should ensure the regulation of stable and reliable parameters of the generated electricity, as well as its reliable storage and storage. That is, we are talking about the corresponding controllers, inverters, and storage devices. Having outlined the main principles of the electrotechnical part of wind turbines, we emphasize that these principles do not limit any other electrotechnical solutions for a particular wind turbine, determined by its specific design.

Axis 10, this is the top of tower 1, and an annular platform 9 rotates around it. At the same time, the transverse dimensions of this axis allow it to be used for additional positive needs. Namely, to create a helipad on it 18. In today's practice of high-rise construction, this has long been a common phenomenon, and as we see, our solution does not in any way limit this need. Although it should be noted that the creation of a helipad is not an absolute requirement. Therefore, it is clear that, in the absence of such a site, axis 10 can be used as a construction basis for any other purposes that may arise and dominate in each case. Consider how the goal of the presented solution is achieved.

It is not difficult to see that, in comparison with the prototype, the working conditions of platform 9 are improved incomparably, providing a multiple increase in its effectiveness within any need for this. This is, first of all, both about the effective statics and dynamics, and about the efficiency in generating electricity. And this, as you can easily figure out, allows you to maximally lighten the platform itself with any of its parameters - and the more rational the more these parameters. That is, the most efficient use of the design properties of this platform, with its minimum material consumption, allows you to get the maximum possible power generation. It should be noted in particular that the maximum possible level of safety and harmlessness of the entire wind turbine is provided in all senses of this concept. It has already been noted that in our solution, the rotation speed decreases by more than ten times. Moreover, we can do it at the level of one revolution per minute, which is almost not visually fixed, but in no case reduces the level of wind turbine power. At the same time, all the above mentioned negatives, which are formed due to the high rotation speed, are eliminated in our solution.

Numerical analysis for a platform with a diameter of 100 meters located at a height of 200 meters gives the following main results.

Rotational speed - 4 revolutions per minute, mass - 700 tons, power of VEU - 2.0 MW.

As the main conclusion of the proposed solution, this means a constructive and technological breakthrough in wind energy in particular, and in energy in general. For no traditional way of generating electricity (TPPs, hydroelectric power plants, nuclear power plants) can even be close competitive in any of the factors that assess the viability of a power plant. Opponents will certainly be to prove the absolute inferiority and unacceptability of this statement on the grounds that our conclusion does not take into account the creation of six additional towers for wind turbines 2, 3, 4, 5, 6 and 7. Labor and material and financial costs for the construction of these towers are tens, if not a hundred times greater than the declared advantage of our proposed wind turbine solution. And this would have nothing to oppose if these towers performed only the function of a support system for our wind turbines. But in the description of the prototype (Ukrtni Patent 45294, Orphan tower vtroenergetichna) it is shown that this solution already eliminates the main part of the disadvantages of wind energy, which brings it to an out-of-competition level of efficiency in comparison with other energy resources of the Earth

High-rise construction in the 20th century was constantly developed and improved. The dynamics of its growth are non-stop, and today it has become widespread on a global scale. The 1000-meter height line was overcome, which became a guideline for the growth in mass production of high-rise construction and, at the same time, a transitional stage for the further even more exciting development of the Earth's high-altitude space. For a certain period, the last decades of the previous century, there was a psychological barrier regarding overcoming the heights in construction. Architects, physicians, psychologists and many other representatives of science and engineering intensively debated (the discussion continues to this day) about how a person feels in such super-tall buildings, and how this will manifest itself in his stay over time in such a high-altitude environment. As you can see, in spite of any warnings, life takes its toll, and the dynamics of altitude, both in height and in mass, only increases at an accelerated pace. That is, the psychological barrier seems to have been overcome in all spheres of life that are associated with this construction. This has happened more than once, and continues to happen in the era of scientific and technological progress. When the fear of real existing threats can not stop the activities of all modes of transport, constantly taking the lives of many thousands of people. People who at the subconscious level live constantly with this fear, but continue to use transport more and more intensively on land, on water and in the air. The same thing happens with high-rise construction, where people are forced, despite real conscious and subconscious fear, to live and work at heights, in comparison with which the Eiffel Tower remains far below.

Nevertheless, people's fear of all the achievements of scientific and technological progress and the fear of staying in high-rise buildings is different. Suppose, in any form of transport, a person remains periodically to a certain extent a relatively insignificant time. And in a high-rise building, i.e., at work or in a residential building, the residence time is many times longer. In an ordinary building, this factor is not of particular importance, because it is a fairly safe building, where, if a disaster happens, such as a fire, people are evacuated without any special difficulties. And in high-rise buildings, the problem of fire safety in general, and the protection of people, first of all, has an incomparably greater significance, and accordingly the complexity of solving this problem immensely increases. As a result, we have an extremely alarming situation. When the mass of high-rise construction is constantly growing, and the level of fire safety not only does not increase, but also decreases. For the reliability and effectiveness of fire prevention measures, despite their improvements, is catastrophically behind the requirements of high-rise construction. Where, unlike all other structures, the problem of evacuating people from a certain level of height, as it was, remains absolutely unsolved. If we go along the path of building high-rise buildings, where each room or block of premises is converted into a spaceship (there are such areas of thought, although they only reduce the danger, but do not eliminate it completely), then high-rise construction will be cut to the root, leaving only a few objects that will be exotic monuments of architectural and construction helplessness. But here, high-rise construction takes place under the strict compulsion of objective reasons, when the rapidly growing shortage of land resources in megacities forces to storm the vast expanses. Where people are being squeezed in, despite their fear of the real possibility of a fire, from which there is no protection. Nobody even tries to make an assessment of the negative of this situation, because it is known in advance that there is no other way. That is, either to create life at the height, realizing that in case of fire, there will be no salvation, or to destroy all life in all its manifestations below, without high buildings.

For the first time in the world of construction practice in general, including in high-rise construction, we are breaking this terrible and vicious circle. It is about the following.

Back to our drawing illustrating the proposed solution.

Platform 9 is supported by supporting structures in the form of tower columns 1, 2, 3, 4, 5, and 7. Main column 1 is directly the “native” support of platform 9 in its center, and all the others support platform 9 in its extreme zones. There is no need to explain that, according to the above, all these supporting structures except their direct (designated) function are not only expedient, but also necessary to use for other, no less important needs. In particular, each of the aforementioned tower columns can and should be created as a separate multi-story high-rise building, with all the equipment, devices and communications required for the corresponding vital activity. Well, we get in our wind tower a support system for platform 9, which is made up of seven individual high-rise buildings, combined from above into a single spatial support system for platform 9.

But how is the fire protection of people who reside in these high-rise buildings carried out?

The answer to this question is the need to create bridge bridges between these buildings, the system of which can have many options. But in all cases, it should be possible to evacuate people from any high-rise building, on any of its floors. For example, with a frequency of, say, five floors (as shown in the drawing, although this parameter needs to be specifically investigated), the multi-storey building in tower 1 has bridge bridges for all adjacent buildings in towers 2, 3, 4, 5, 6, and 7. In particular , in a specific embodiment of our drawing shows radial bridges 16, and circular 17.

That is, in a fire, from a building in Tower 1, people have six options for evacuating to adjacent buildings. And no matter what the height of the fire, this opportunity for all residents or workers of the building is fully preserved. If you take any other building in adjacent towers, then from each of them in the same way you can provide at least three options for evacuating people. For example, through the corresponding bridges from the building in tower 2, you can go every five floors to adjacent buildings in tower 1, tower 7 and tower 3. As a result, we get a high-rise building or building of any purpose, where the safety of people is solved not only at the level high-rise buildings, but it is brought almost to the level of an ordinary village hut, from which, if necessary, in a fire, you can run out into the street with the absolute absence of obstacles that multi-story buildings have. Although it is clear that, unlike the village hut, in the proposed system of high-rise buildings, during the evacuation, people will have to travel somewhat longer distances than to run out of the hut. But this “negative” is absolutely NOTHING in comparison with the current situation, when in high-rises when a fire occurs, on floors located above the fire, there is practically no possibility of evacuation. Besides throwing it out of windows, which is suicide.

The noted positive protection of people in high-rise buildings does not have a measure of assessment in the usual sense of the word. Although lovers of mercantelism will find their measure, and will try to argue about something. But what is absolutely undeniable is (except for the noted positive protection of people's lives) ensuring the maximum efficiency of the fire service. It is about the following.

It is well known that in big cities, in the event of a fire, situations are not uncommon when fire engines do not even have the opportunity to drive up to a flaming building. Not to mention the fact that modern fire fighting equipment is practically unsuitable for work on high-rise buildings. What can we say about super skyscrapers, which are becoming more and more. As for the variety of automatic fire-fighting devices and devices with which high-rise buildings begin, so already considerable experience indicates their failure at the hottest moment, with known consequences. In the proposed solution of high-rise buildings, all these misunderstandings are resolved most effectively and reliably. The point is that the presented system of walk-through bridges, and the autonomous local electric system of the wind power tower, allow you to create your own local fire protection system on this high-rise complex. Systems of the necessary staff of firefighters who will carry out round-the-clock service directly at a high-rise facility. In addition to all of the above, it is necessary even at the very top of the towers, or even outside of them, to create containers for preserving water and all fire-fighting components, the need for which arises during a fire. Thus, we create a properly equipped fire-fighting structure directly on a high-rise building, which detects a fire in the shortest time (because everything happens in immediate area of deployment of this fire-fighting structure, which absolutely eliminates the loss of time for a trip to the fire), and what is equally important, provides with minimal effort and time to almost immediately begin to localize and extinguish the fire. To do this, firefighters with the necessary equipment and tools on the bridge over the shortest time get to the fire and carry out all the necessary actions. Other ways of moving firefighters and the required fire fighting equipment to the fire, for example, with the installation of such systems from the outside of high-rise structures, are not excluded, and even quite advisable. It is especially necessary to note that the presence of water in the higher zone of the building practically eliminates the unfortunate situation when, due to a lack or lack of water in the most important period of the fire control (meaning the start of a fire), it makes all the efforts of this fight useless. The same must be said about the power supply of a high-rise structure. Traditionally, disabling this support due to a fire is not a simple task, given that a fire occurs in some local area of the building, and disabling the skyscraper as a whole causes a lot of not just inconvenience, but inadmissibility in many cases. Therefore, in our version, when the power system of the high-rise building is absolutely local, and when it is possible to detect the epicenter of the fire in an incomparably short period of time (compared to traditional fire fighting technologies), then the minimum part of the power supply of the high-rise building is cut off with the necessary fire fighting equipment and methods including the use of water. Well, to summarize all that has been said, it can be argued that in addition to almost absolutely reliable protection of the inhabitants of a high-rise building from death, the proposed solution provides localization and extinguishing of the fire with minimal material and financial losses. There are several important considerations to add to this.

The presented concept of a fundamentally new organization of fire safety does not exclude, except as stated, that the entire fire structure in the skyscrapers of the proposed type may have a certain dispersion in the space of this structure. That is, the noted idea of the preferential placement of fire fighting equipment and devices in the upper part of the building is supplemented by a system of fire posts or sections located in a high-rise building so that the detection of fire and the fight against it begin with minimal loss of time, which ultimately leads to fire safety in high-rise buildings to the ideal, absolutely unattainable in the traditional field of fire protection.

We can not say the following.

Any building, especially a high-rise building, should be designed and built with the expectation that the costs of its construction and operating costs during its life should be necessary and sufficient, but with the desire for a reasonable minimum - of course, with a sufficient margin of reliability. As for the first part of this statement, it is the creation of transitional bridges between the individual towers of our wind energy system that is an important factor in ensuring it. That is, such a system of bridges between individual high-rise towers creates the best conditions for the construction of such a structure in the form of a spatial structural system, which can be given the most reliable strength and rigidity. And what is especially positive, the vast majority of these elements of strength and rigidity, with any type of fire in the building, will remain outside the zone of high temperatures that occur during a fire. Therefore, it is clear that from this quality of the overall spatial structure of the skyscraper, its vitality will significantly increase. As for the operational qualities of the proposed high-rise solution, in addition to the noted advantages of fire protection, it is necessary to say this.

It is clear that any structure must first of all have the necessary and sufficient capabilities to provide it with water, heat and electricity. In the traditional approach, all these main components of life support are solved mainly by creating powerful external systems that deliver them to the skyscraper. In our solution, such a task is not only greatly simplified, but may generally be absent to a certain extent. That is, electricity is generated directly at the place of its use. And this means that heat supply is carried out without creating external energy systems and corresponding communications. Remains external water supply. But here a significant advantage arises. In the sense that in our case, due to the autonomy of power supply, directly within the volume of the skyscraper space, it is possible to create sufficient water tanks that can be placed both in the lower part of the building and on top, although both options are not excluded in one high-rise. As a result, we obtain the most effective water supply system in terms of its independence from all external factors and the minimum energy costs during its operation. This, in turn, provides a similar positive development and operation of the building’s heat supply system in the winter, and the most effective air conditioning capabilities in the summer.

Of particular note is the positive, which consists in the operational ability to move people within the operational space of the entire complex of buildings of our wind energy tower. This applies both to residential high-rise buildings, and even more administrative and all other options for their destination, and especially when their purpose is complex, when people have the opportunity of maximum accessibility to all objects with the minimum need for movement and, accordingly, the time required for this.

Summarizing and summarizing all of the above, we affirm the following.

The proposed solution has no analogue in terms of positive, which is provided by the whole range of its advantages. Based on this, we plan in the future to separately publish a comprehensive analytical study, which should become a strategic indicator of the reconstruction of the entire economy and the entire social system in the global dimension. But now it is necessary to emphasize the already touched upon aspects that allow, without waiting for the development of grandiose programs and plans, to proceed immediately to the most important improvement of life at any level of its functioning. First of all, we are talking about hydrogen energy, which is considered one of the most fundamental means of saving the environment in all senses of this concept. So, the scientific and engineering basis of this energy has already been developed, and it is our decision that eliminates all the main obstacles to the mass implementation of these developments. In this regard, it is necessary to note the extremely effective use of the proposed solution in conjunction with the patent of Ukraine 45200 Method of Orphan Functionality of the gas transportation system. The conditions for creating such a complex are not only available, but they can be called massively widespread.

Particularly attractive in this regard is Ukraine, which has the most powerful gas transmission system in Europe and underground gas storages that are unique in their parameters. So, it’s absolutely real in Ukraine to start creating such a technological complex that needs to be built as soon as possible, which in the energy market makes this power one of the most powerful manufacturers of the most efficient energy carrier - a mixture of hydrogen and natural gas. As for the engineering and industrial production base for creating such a technological complex, in Ukraine it not only exists, but is also one of the most powerful on the European, and not only on the European continent. We are talking about metallurgy and mechanical engineering, which should provide the proper amount of materials and equipment to create this complex, and its further effective and reliable operation.

It is also necessary to specifically emphasize the rethinking of urban development policies and urbanization in general, which receive unprecedented opportunities for improving the environment based on the proposed solution.

In the USA it is considered indisputable - the price of the installed capacity of any power plant should not exceed 2000 Euros per one kW of electricity. This issue is described in more detail in the table provided by the Institute of Renewable Energy of the National Academy of Sciences of Ukraine (see National Projects — a step towards energy independence of Ukraine [12:33 1 October 1, 2010] Mirror of the Week, JMb 37, October 9–15, 2010]).

Tab. 2. MEDIUM SPECIFIC INVESTMENTS

IN DIFFERENT TYPES OF GENERATION

The wind turbine variant shown in the drawing has an installed capacity of one kilowatt of electricity not exceeding 1000-1200

Euro. The presented table of the Institute of Renewable Energy seems to give a similar result for wind energy, which strengthens our position. But traditional wind power is only this is limited, keeping all the negatives noted above. And our positives, this is a kind of just the starting point on the path to the goal. Because the height of structures of this type should increase so that the generation of electricity and all other related benefits become significantly more significant. In order not to repeat this thesis, starting with the description of the prototype, we present the potential of wind energy depending on the height of the wind turbine. The results presented below generally correspond to the larger territory of Ukraine, not to mention the regions where there is already an increased potential for wind energy.

“The studies [2] show that the probable duration and speed of the wind increase sharply with height from the surface of the earth. So, at an altitude of 12 m throughout the year in central Russia, wind speed ranges from 2 to 18 m / s with a probable duration of from 1, 3 to 2.6%; at a height of 50 m, respectively, from 4 to 6 m / s, from 43 to 77%; at a height of 100 m, respectively, from 9 to 11 m / s, from 44 to 85%; at a height of 200 m, respectively, from 12 to 24 m / s, from 81 to 98%; at an altitude of 300 m, respectively, from 14 to 30 m / s, from 81 to 98%; at an altitude of 500 m, respectively, from 18 to 36 m / s, from 82 to 98%. Thus, starting from a height of 100 m, wind turbines produced today in Russia with a capacity of 0.1 to 1000 kW can operate year-round with a security of 44 to 85%.

2. Shurkhal VV Wind power installation with a vertical profile for selecting wind energy from the atmosphere // Bulletin. - 2003. - N ° 3. ".

Well, if you analyze the heights of more than two hundred meters (and this is not fantastic - for many years objects with a height more than one have already been constructed in high-rise construction), it is absolutely clear that the above unprecedented positive of our wind turbines is only a trifle on what today we should strive to solve the problem of energy most efficiently and reasonably. In our approach, an increase in the height of a wind turbine for every 100 meters almost doubles the efficiency of a wind turbine of the previous height level. So, wind energy, the ocean of which is continuously directly above us, is the converted thermonuclear of the SUN, which it sends and will send us billions more years.

It cannot be said that the proposed solution not only does not limit, but also creates favorable conditions for the use of the high-rise structure of wind turbines in combination with solar energy devices, which, together with wind energy, are gaining more efficiency and use. So, in our solution, this complexity of wind and solar energy has maximum potential, given that not only the giant surface of the ring platform 9 is suitable for solar panels, but (and much more) the surface of the walls of the external towers. It is necessary to add to this that the proposed approach in high-rise construction creates an almost unlimited basis for its application in any field of the functional purpose of such structures.

And finally, given that the proposed solution will be most likely in conjunction with the construction of high-rise residential or other buildings, the following should be emphasized.

Support towers, indicated by the positions 1,2,3,4,5,6 and 7, can have a cross section of different configurations (round, rectangular, and others). Moreover, all the towers may also have a different section, which is determined by engineers and architects in the process of specific design, the purpose of which is to extract the maximum number of positives and benefits from this variation.

Claims

Claim

1. The tower is wind energy, including the supporting structure itself and the annular platform located and fixed in its upper part, to the outer contour of which the scoops are periodically attached, the platform itself being able to rotate around the vertical axis of the tower, characterized in that, in addition to the supporting structure itself, around it has several vertical towers that serve as additional support for the annular platform.

2. Wind tower according to claim 1, characterized in that periodically over the height of the wind tower between all its adjacent supporting towers made transitional bridges.