ES2800223B2 - Energy self-sufficiency nuclei for urban uses - Google Patents

Description

DESCRIPTION

Energy self-sufficiency nuclei for urban uses

Technical sector

The invention that is presented as Energy Self-Sufficiency Nuclei for Urban Uses refers to a new renewable energy production system, designed to supply electricity to any urban use in which it is applied, and for this the drive nucleus has been engineered (1), (Figure 3) , on which all the components included in the invention depend, which can be grouped together (Figure 7.ab) , inside buildings and / or infrastructures to obtain the desired energy, therefore , this sustainable system of clean energy, is adaptable to Residential, Tertiary, Industrial, Equipment (sports, educational, health, cultural, etc ...), Free spaces (parks, green areas, etc ...), Transport ( interchanges, railway stations, service stations, cable cars, ports, airports, etc ...) and Infrastructures (public and railway roads, arteries, streets, roads, etc ...), Agriculture (plantations to the outdoors and greenhouses, livestock facilities, etc ...) and Forestry, ... among others; Likewise, it can be located inside any transport system that, due to its size, allows it, such as inside boats (commercial, passenger or other), favoring the reduction of CO2 emissions generated in the combustion of the fossil fuels that they use throughout their journey.

Background of the invention

The object of the invention is to create Energy Self-Sufficiency Nuclei for Urban Uses, and for this a new system has been devised capable of cyclically raising the same volume of water to a certain height without generating water losses that, when falling by gravity, actuate the appropriate hydraulic turbine coupled to the appropriate electric generator to produce electricity continuously.

At present the existence of an analogous system is unknown, although there are inventions that use the same physical principles to raise a volume of water to a certain height (hydraulic rams), as well as there are hydraulic turbines powered by falling water to generate electricity.

The innovative method of lifting water (fresh or salt), differs from the procedure carried out with hydraulic rams in that it does not generate water losses in the elevation of the fluid and that it uses cyclically the same volume of water with which the initially devised circuit is primed. , so that as it passes through the appropriate hydraulic turbine together with the appropriate electric generator, it continuously produces enough electric energy to provide energy self-sufficiency to the urban uses in which the system is applied, which makes it sustainable.

Explanation of the invention

The problem that was raised to develop the invention was: how to avoid the maximum water losses in the same volume of water, so that by physical principles it can be continuously raised and that when it falls due to gravity it permanently produces electricity, in order to provide electricity energy self-sufficiency to urban uses in which this sustainable system of clean energy generation is applied?

Given that the main difficulty of the invention is to avoid the water losses produced by raising the fluid and keeping the volume of water with which the circuit is initially primed constant, to solve the problem a tight impulse core has been devised (1) that, by means of physical principles, cyclically raises the fluid without generating water losses (except those estimated by evaporation, splashing and / or insignificant leaks), so that when it falls due to gravity, the fluid passes through a hydraulic turbine (23) whose axis of Rotation is attached to a rotor with a copper winding that rotates within the magnetic field generated by a permanent magnet or an electromagnet, and by electromagnetic induction makes the free electrons of the conductor move, thus creating an electric current in the generator (25) .

From the foregoing, the advantage of the invention, - as a system for the production of clean energy, compatible and complementary to the existing renewable energy systems (Figure 7.c) -, is summarized in producing electricity cyclically during 24 hours, if any. necessary, maintaining constant and without losses the same volume of water with which the designed circuit is initially primed, preserving in water, in energy for the elevation of the fluid, and optimizing the efficiency of renewable energy production compared to other systems.

This is achieved by operation of the monitored control unit (24) , where each water hammer is controlled cyclically to take advantage of the energy released by abruptly stopping the accelerated water fronts in the acceleration pipe (8) , in order to take advantage of most of the energy dissipated to raise part of the fluid contained in the devised system, so that in its continuous cycle of falling by gravity and passing through the hydraulic turbine (23) , it moves the rotor of the electric generator (25) and produces the clean energy necessary for the energy self-sufficiency of the urban uses in which it is destined, making it a sustainable invention, without emissions and that complies with the patentability requirements: novelty, inventive step and industrial application.

The process of obtaining electrical energy in the devised system comprises two phases, one of action and the other of reaction. The ACTION PHASE or fall of the fluid due to gravity, begins at the moment in which in the monitored control unit (24) , the energy contribution of the rechargeable battery (6) is deactivated, by means of the corresponding computer application. , or, at the moment in which the current direction of circulation is reversed from the same to attract with greater acceleration the permanent magnet (1.r) threaded to the shock valve (li) , so that the volume of water contained in the acceleration pipe (8) runs by gravity; and culminates in the instant in which the water hammer occurs, while the REACTION PHASE or elevation of the fluid, begins after the water hammer occurs and ends with the elevation of the water to the referred storage tank (30) , thus completing the cycle.

From the ACTION PHASE to the REACTION PHASE, the invention is organized as follows:

1. Once the electrical energy required for the urban use in which the invention is to be applied has been estimated, and decided if the location of the system is to be carried out on the ground (with one (Figure 1) , or several drive cores (Figure 4) ), inside residential uses (Figure 5) , or adapting to the topography of the place (Figure 6) , we can determine the necessary elevation difference between the water level of the storage tank (30) , the turbine (23) , and the shock valve (1.i) , which condition the height distribution of the floors of the building and / or infrastructure where the invention will be installed, an arrangement that may be vertical or inclined, with greater or lesser height , but the above-described points of the installation must always maintain the same relationship between the elevation difference, in order to obtain the electrical energy requested, recommending in the installations grouped in polygon with several impulse cores (Figure 7.b), that the installation be carried out slightly inclined, so that the pipes of the system are concentrated in a single storage tank (30), which will be aligned with the center of gravity of the building and / or infrastructure where it is located, and if possible, the devised system will be inscribed in an imaginary pyramidal envelope with a rectangular base (Figure 4), in order to rationalize the construction space and improve the bearing capacities of the building and / or infrastructure in the face of possible external actions (wind and earthquake), while if the installation is chosen with one or more impulse cores grouped linearly following any path (Figure 7.a), both outside and in inside residential uses, it is advisable to install the invention vertically to rationalize the space (Figure 1). However, in uses where adaptation to the topography of the place is required, part of the installation must have a sufficient inclination to adapt to the profile of the terrain (Figure 6), to avoid, if any, the environmental impact of the site. invention in applied urban use, which guarantees compliance with the ordinances that govern it.

At the upper level of the system devised, there is the storage tank (30), with fresh or salt water, and enough reserve to compensate for the possible losses arising from evaporation, splashing and insignificant leaks. It will have filters to prevent the entry of objects and impurities into the system, and as a preventive measure to recover the referred water losses, it must have an additional supply of water through a supply network (20), reserve tanks, or vehicles with cisterns that can pump the fluid from the outside, especially in hot areas. The storage tank must be divided into modules to facilitate its handling, and it must be made of light and resistant materials, such as fiberglass, because due to the dimensions it experiences, in most cases, it will have to be inserted at the core of the invention by the exterior wall of the plant in which it is located, which is generally the highest, it will also have a shut-off valve and a fluid drain valve for repair and / or maintenance.

The storage tank (30) has two outlets, one in the upper perimeter to evacuate any excess water through the evacuation pipe (18), whose path ends in the water collector (17), and another outlet in the seat of the same connected to the counter-tube (29) to save the passage of the fluid through the slab of the plant that supports it, to which the beginning of the turbidity pipe (26) will be connected in its lower part and with the corresponding flange , which ends by saving the different floors at the entrance of the hydraulic turbine (23), fixed with plates welded to the anchor plate whose smooth or corrugated steel bolts are embedded in the surface of the floor that supports it, in order to avoid vibrations and / or unwanted movements. The turbidity pipeline will be provided with a closure valve and drainage of the fluid by gravity to facilitate its repair and / or maintenance, components that can be manufactured throughout their entire trajectory with ferromagnetic materials subjected to stainless and anticorrosive treatments, except for materials located in the turbine plant (23) to avoid electromagnetic interactions with the electric generator (25).

At the outlet of the hydraulic turbine (23), a non-return valve (19) is connected, to prevent the backward flow of the water once the reaction phase has started, which can be made of ferromagnetic materials subjected to stainless and anticorrosive treatments.

In the lower part of the referred non-return valve (19), the collector (17) is coupled, to collect the water from the outlet of the hydraulic turbine (23), while the pipe will be connected through the perimeter inlet of the collector of evacuation (18), to receive the excess fluid accumulated in the storage tank (30), if any, elements that can be manufactured with ferromagnetic materials subjected to stainless and anticorrosive treatments.

At the base of the collector (17), another non-return valve (16) is attached, to prevent the backward flow of the fluid upstream from occurring, which can be made of ferromagnetic materials subjected to stainless and anticorrosive treatments.

Attached to the base of the previous non-return valve (16), the acceleration pipe of the water fronts begins (8), a pipe that ends its path at the entrance of the delivery fitting (5), and is made of non-materials. ferromagnetic so that it does not interfere with the free movement of the permanent magnet (1.r) attached to the shock valve (1.i) located in the drive core (1), due to the possible attraction or repulsion that they could exert on it ferromagnetic materials.

The base of the delivery fitting (5), is connected with the drive core (1) through the intermediate assembly disk (1.d), it can have one or more outlets to connect by means of 90 ° elbows ( 4) the delivery branches (7), outlets that must necessarily correspond to the number of pneumatic chambers (13) and lifting pipes (15). At the base of the delivery fitting there are threaded holes where the activation sensors (1.v) are inserted that record the closing pressure of the shock valve (1.i), and it has a water drain valve that acts by gravity for repair and / or maintenance, and must be manufactured with non-ferromagnetic materials.

The Impulse core (1), (Figure 3), forms the final part of the action system, it is the fundamental component of the invention, since it performs the exchange of pressures generated by the fluid in the ACTION and REACTION PHASE, thus enabling the elevation of the water to the storage tank (30), it is embedded in the foundation of the devised system, it is watertight, and its structure comprises the casing (1.a), acoustically isolated (1.b), in which the impulsion fitting (1.c) is inserted, on which an intermediate assembly disc (1.d) is screwed, to fix the ringed platform (1.e) that closes the casing and joins the delivery fitting (5 ) with the drive core, components made of non-ferromagnetic materials.

To avoid unwanted movements in the drive core, the casing is anchored to the concrete of the foundation with smooth steel rings welded on its outer perimeter (1.f), likewise, the intrados of the casing has radial guides (1 .g) to adjust the impulsion fitting (1.c) in the correct position, fitting its circular toothed base with the guides of the casing, which will be screwed with its corresponding neoprene gasket.

The impulsion fitting (1.c) is made of non-ferromagnetic materials and comprises three cavities:

• Impact cavity (1.h). It is the volume where the shock valve (1.i) is located, which is a disc attached to a central threaded bushing to screw the permanent ring-shaped magnet (1.r) and allow the vertical movement of the aforementioned valve when interacting with a second magnetic field generated by the electromagnet (1.k), movement that is controlled with electromagnetic pulses of voltage, amperage and frequency determined through the monitored control unit (24). The seat base of the impact cavity has an O-ring (1.t) that limits the descent of the shock valve in order to control the force and impact pressure of gravity-accelerated water fronts that are suddenly stopped. Said impact cavity is drilled with threaded holes where the impact sensors (1.s), overpressure (1.u) and activation (1.v) are screwed, whose terminals are connected with different wiring (1. w), made up of independent wires to feed, collect, verify the data of each sensor and direct them to the monitored control unit (24) so that it can operate in the logic unit with the time established for each cycle, obtaining maximum efficiency in the elevation of the fluid.

• Induction cavity (1.j). The electromagnet or solenoid (1.k) is threaded into it, supplied with electrical energy by the rechargeable battery (6) through the flexible polyethylene tube (1.q), so that the generated magnetic field incites the vertical movement to the shock valve (1.i), and thus cause its opening or closing, a process controlled by the monitored control unit (24). The base of the electromagnet is supported by a neoprene gasket that rests on the circular angle (1.p), to prevent the solenoid from breaking due to the continuous impacts transmitted by the shock valve.

• Decompression cavity (1.l). It is the cavity provided in the impulsion fitting (1.c) to avoid the blockage of the shock valve (1.i) in its continuous cycle of vertical displacement, due to the pressures and air suctions that it generates, and this is achieves allowing the passage of air through the interstices created at the entrance of the decompression cavity with the head of the cylindrical sleeve (1st) that surrounds the permanent magnet (1.r) and serves as a guide to guarantee verticality in its displacement, cylindrical sleeve with vertical guides on its perimeter that are introduced in the counter guides provided for the decompression cavity to position it correctly, sleeve head fixed to the base of the impact cavity (1.h) with a screwed ring to guarantee its firmness, thus allowing the air to exit through the pipe (1.m) and enter through the pipe (1.n), both made of copper and connected to the pit (2), where the respective solenoid valves are located that control the p Air flow to the drive core (1) by order of the monitored control unit (24).

Then, once the action phase is finished, the REACTION PHASE or elevation of the fluid begins, and for this the delivery fitting (5) exits through 90 ° elbows (4) that change the direction of the fluid and are fixed to the foundation with plates to avoid unwanted movements in the delivery branches (7), pipes that are made of non-ferromagnetic materials.

The delivery branches (7) end their trajectory, upstream, by connecting with the non-return delivery valves (9), made of non-ferromagnetic materials.

12. The outputs of the non-return delivery valves (9) are connected by means of the counter-tube that crosses the forging of the upper floor (10) , with the base of the pneumatic chambers (13) , allowing only the entry of the fluid ascending after the action of the water hammer to compress the air stored in them, air pressure controlled by the corresponding digital pressure gauge through the monitored control unit (24) , to ensure the correct operation of the invention.

13. Each pneumatic chamber (13) has an outlet on its lower perimeter to connect the lift pipe (15) , and allow the water to rise when the air, previously compressed, is decompressed, once the action of the water hammer has ceased. The pneumatic chambers are fitted with a closure valve and gravity drainage to facilitate their repair and / or maintenance, and can be made of ferromagnetic materials subjected to stainless and anticorrosive treatments.

14. Each riser pipe (15) begins at the corresponding outlets of the pneumatic chambers (13) , to which the 90 ° elbows (14) are connected with bolted flanges that change the direction of the fluid and serve as a starting point for reach the water path to be lifted, fixing each end of the lifting pipe to the counter pipes that pass through the floors that make up the system devised, to avoid unwanted movements, ending the water lifting path in the storage tank (30) , completing thus the devised cycle and therefore the reaction phase. The riser pipes can be made of ferromagnetic materials subjected to stainless and anticorrosive treatments (except for the section that runs through the turbine plant (23) to avoid electromagnetic interactions).

The operation of the invention comprises the following reasoning:

In order to start the electrical energy production cycle, first the entire circuit of the system devised will be primed with water (fresh or salt) by means of a supply network (20) , or with vehicles with tanks that pump the necessary flow to that referred to. circuit, and for this the shock valve (1.j) must be activated with sufficient electrical intensity to balance the water pressure contained in the acceleration pipe (8) , which is registered with the activation sensor (1.v ) , which is achieved by applying it to the electromagnet (1.k) located in the induction cavity (1.j) . an initial electric current with sufficient voltage and amperage coming from a rechargeable battery (6) , which can later be dispensed with once the invention begins to generate its own electricity.

The ACTION PHASE begins at the moment in which in the monitored control unit (24) , by means of the corresponding computer application, the energy supply of the rechargeable battery (6) is deactivated, or at the moment in which the that from the same the direction of flow of the current is reversed to attract with greater acceleration the permanent magnet (1.r) threaded to the shock valve (1.i) , so that the water contained in the acceleration pipe (8 ) , fall by gravity and acquire the speed that will define the kinetic energy of the fluid's fall, a movement that will be abruptly interrupted at the end of the stroke or stroke of the aforementioned shock valve, which will cause a strong impact from which an overpressure will be released in the delivery fitting (5) , registered by the overpressure sensors (1.u) , which send the information to the monitored control unit.

Together with the previous decrease of the fluid, the water accumulated in the storage tank (30) , will descend through the turbidity pipe (26) and will activate the hydraulic turbine (23) , which will rotate the electric generator (25) , starting the production of electrical energy.

The REACTION PHASE begins after the impact of the shock valve (1.i) at the base of its cavity, at this moment the water fronts of the acceleration pipe (8) begin to stop gradually, in a time governed by the speed of the wave that propagates in the fluid used (fresh or salt water), speed that depends on the diameter of the acceleration pipe, its thickness and the material with which it is made. Once all the water fronts in the acceleration pipe have stopped, the fluid acquires a speed upstream, preventing the non-return valve (16) coupled on the acceleration pipe (8) from entering the collector (17) , and allowing the non-return delivery valves (9) , the entry of water to the pneumatic chambers (13) , to compress the air that exists inside, and once the overpressure generated by the impact (water hammer) has ceased, the previously compressed air is constantly decompressed with sufficient pressure to close the non-return delivery valves (9) and divert the fluid output to the riser pipes (15) , to channel it to the storage tank (30) , thus completing the cycle, which must be set to 1 second to correspond to the flow output time (liters / second) evacuated by the hydraulic turbine (23) to correctly produce electricity through the electric generator (25) . The electrical energy produced, by analogy with other renewable energy production systems (Figure 7.c) , will be directed to a transformation center, and if transport is necessary, from the transformation center it will be derived to the corresponding transformer substation and of control that will facilitate its conduction by the suitable networks or electrical power lines.

Brief description of the drawings

To complement the description that is being made and in order to help a better understanding of the characteristics of the invention, a set of drawings is attached as an integral part of said description, in which, with an illustrative and non-limiting nature, the following has been represented. following:

Figure 1.- Shows the perspective and the plants to install the invention on the ground in a 33 m high building or infrastructure, to be able to generate 100 Kw.h with a single drive core (1) connected to a delivery connection of two outlets (5) .

Figure 2.- Shows the section of the floors, the rear and side elevation that define the invention on the ground in a 33 m high building or infrastructure, to be able to generate 100 kWh with a single drive core (1) connected to a delivery fitting (5) with two outlets.

Figure 3.- Shows the sectional perspective of the drive core (1) , as well as a section and plan that complements its explanation.

Figure 4.- Shows the perspective and the plants to install the invention on the ground in a 33 m high building or infrastructure, to be able to generate 1 Mw.h by grouping 10 impulse cores (1) connected with their corresponding delivery fittings. two outlets (5) .

Figure 5.- Shows the section of the floors, the rear and side elevation that define the installation of the invention inside a residential building of 23 m height and 10 m below ground level, to be able to generate 100 kWh with a single drive core (1) connected to a two-outlet delivery fitting (5).

Figure 6.- Shows a section to install the invention adapting to the topography of the place, in order to generate 100 kWh with a single drive core (1) connected to a two-outlet delivery fitting (5).

Figure 7.- It shows several diagrams of how the impulse cores (1) can be grouped in one or several buildings and / or infrastructures to produce more electrical energy, during the 24 hours if necessary (as if in an energy-producing orchard sustainable is involved), reflected in the schemes:

• The drive core plant (1) of the invention with a two-outlet delivery fitting (5) grouped linearly following any path.

• The impulse core plant (1) of the invention with a delivery fitting (5) with two outputs with polygon grouping, where it must be specified that this scheme is a variant of the previous one, since any linear grouping that follows a path whose Drive cores having a certain inclination transforms into a polygonal grouping.

• In this scheme the aim is to show that the invention is compatible and could complement other renewable energy production systems.

Next, a list of the different elements represented in the figures that make up the invention is provided:

1 = Drive core.

1st = Housing.

1.b = Acoustic insulation for housing.

1.c = Discharge fitting.

1.d = Assembly disc.

1.e = Housing cover.

1.f = Carcass rings.

1.g = Casing guides.

1.h = Impact cavity of the impulsion fitting.

1.1 = Shock valve.

1.j = Induction cavity of the impulse fitting.

1.k = Electromagnet.

1.1 = Pressure fitting decompression cavity.

1.m = Air outlet pipe to the decompression cavity.

1.n = Air inlet pipe to the decompression cavity.

1st = Cylindrical liner of the induction cavity.

1.p = Circular angle of the induction cavity.

1.q = Flexible polyethylene tube with power cable.

1.r = Permanent cylindrical magnet.

1.s = Impact sensor.

1.t = Shock valve lowering limitation O-ring.

1.u = Overpressure sensor

1.v = Activation sensor.

1.w = Wiring with different wires to connect the sensors.

2 = Foundation pit.

3 = Spiral staircase.

4 = Delivery elbows at 90 ° fixed with plates to the foundation.

5 = Two outlet delivery fitting.

6 = Rechargeable battery.

7 = Delivery branch.

8 = Acceleration pipe.

9 = Delivery valve (non-return)

10 = Connecting pipe between delivery valve (9) and pneumatic chamber (13).

11 = Connecting pipe for acceleration pipe (8).

12 = Stainless steel grid.

13 = Pneumatic chamber.

14 = 90 ° elevation elbow fixed with plates to the slab.

15 = Riser pipe.

16 = Check valve.

17 = Collector.

18 = Drain pipe.

19 = Non-return valve.

20 = Water supply network.

21 = Connecting pipe for riser pipes (15) and evacuation pipes (18).

22 = Counter-pipe connecting the non-return valve (19) and the hydraulic turbine (23).

23 = Hydraulic turbine.

24 = Control unit monitored.

25 = Electric generator.

26 = Cloud pipe.

27 = Connecting pipe for riser pipes (15) and evacuation pipes (18).

28 = Connecting pipe for turbidity pipes (26).

29 = Connecting pipe between turbidity pipe (26) and reservoir (30).

30 = Storage tank

31 = Sliding door.

32 = Acoustic insulation (Figure 5).

Preferred embodiment of the invention

In order to explain in detail the system devised, four ways to carry out the invention are set out:

• Installation of the invention on the ground in a 33 m high building or infrastructure, to be able to generate 100 kWh with a single drive core (1) connected to a two-outlet delivery fitting (5).

• Installation of the invention on the ground in a 33 m high building or infrastructure, to be able to generate 1 MW.h by grouping 10 drive cores (1) connected with their corresponding two-outlet delivery fittings (5).

• Installation of the invention inside a residential building 23 m high and 10 m below ground level, to be able to generate 100 kWh with a single drive core (1) connected to a delivery fitting (5) of two outputs.

• Installation of the invention adapting to the topography of the place, to be able to generate 100 kWh with a single drive core (1) connected to a delivery fitting (5) with two outputs.

A. INSTALLATION OF THE INVENTION ON THE GRADE IN A BUILDING AND / OR INFRASTRUCTURE OF 33 M HEIGHT, TO BE ABLE TO GENERATE 100 Kw.h WITH A SINGLE DRIVE CORE (1) CONNECTED TO A DELIVERY FITTING (5) WITH TWO OUTLETS, (Figure 1 and 2):

In this illustrative example, the invention is carried out on the ground level, in a 33 m high building and / or infrastructure, independent of another construction system, to be able to generate 100 kWh with a single drive core (1) connected to a delivery fitting (5) with two outputs, and thus obtain energy self-sufficiency for the urban use in which it is applied.

The distribution of the height of the floors of the building is conditioned by the height of the water level of the storage tank (30) , which marks the meters of water column (mca) that the only hydraulic turbine (23) needs for its correct operation, which is located on the second floor of the building, so that when the fluid falls by gravity it exerts enough pressure to enable the rotation of the bushing that is attached to the generator (25) and produces 100 kWh. required.

A second conditioning factor for designing the height of the floors of the building is that the ratio of the maximum height of elevation of the fluid transported by the elevation pipes (15) , with the upper level of the acceleration pipe (8) , has to be approximately 4, taking as a reference point the seat of the shock valve (1.i) , located in the impact cavity (1.h) of the drive core (1).

In this way, in this example, to produce 100 kWh, the distribution of the floors of the building has been made considering the existence of a single 620 l / s hydraulic turbine, with a pressure of 21 mwc, 32 meters of maximum lifting height and 8 mwc in the acceleration pipe (relation 32 m / 8 m = 4).

This elementary unit of realization of the invention needs a constructed area of approximately 20 m2 (4.40 mx 4.40 m) and 33 m in height distributed from the Ground floor to the Roof, building and / or infrastructure that must be acoustically isolated to avoid possible transmission of noise and / or vibrations that the system devised may generate.

In order to define the invention, the parts that comprise the installation of the devised system are exposed by plants, as if it were its construction and assembly:

GROUND FLOOR (Elevation ± 00.00 m). Plant for Drive Core (1).

1. The foundation slab of the building with a 1.00 m depth is located on this floor, and the drive core (1) , 01.10 m and 0.65 m high, is embedded in it, which comprises a casing (1 .a) fixed to the foundation with smooth steel rings (1.f) to avoid unwanted movements, where the space between the casing and the the impulsion fitting (1.c) is acoustically insulated (1.b) with materials of high resistance to the propagation of sound to avoid noise and / or vibrations. The impulse core forms the final part of the ACTION PHASE, it is watertight, and comprises a central body or impulsion fitting (1.c) with three cavities: the impact cavity (1.h) or hollow where the shock valve (1.i) , the induction cavity (1.j) or space where the electromagnet (1.k) is located , and the decompression cavity (1.l) or sinus through which the magnet slides permanent (1.r) guided by the cylindrical sleeve (1.0) , which maintains verticality in its continuous movement, as well as allows air to exit and enter the decompression cavity, fitting made of non-ferromagnetic materials resistant to continuous impact. The impulsion fitting (1.c) , has four sensors to measure the activation pressure (1.v) and balance the thrust of the water column acting on the acceleration pipe (8) , four sensors to determine the pressure impact (1.s) caused by the sudden stop of the shock valve, and four other overpressure sensors (1.u) that record the increase in pressure generated after the water hammer occurs. The shock valve (1.1) is made up of a circular disc measuring 00.60 m and 0.05 m thick, with a central threaded hub measuring 00.025 m and 0.19 m high attached to its base, where a powerful permanent magnet in the form of a ring (1.r) , 0 ^ext 0.09 m, 0 ^int 0.025 m and 0.19 m high, the same that moves through the interior of the cylindrical sleeve (1st) of 0 ^int 0.091 m and 0.17 m high, the which is coupled to the counterguides of the decompression cavity (1.l) of 0 ^ext 0.12 m and 0.31 m in height by means of vertical guides that it carries around its perimeter to ensure its correct position, and which in turn is fixed to the base of the impact cavity (1.h) with a screwed ring that ensures its immobility, whose function is to serve as a guide to guarantee verticality in the movement of the shock valve (1.i) and allow the passage of air through the interstices created by the head of the cylindrical sleeve (1st) in the decompression cavity (1.l) , so that it is This way the air can exit through the pipe (1.m) and enter through the pipe (1.n) of 0 ^int 0.04 m and 0.02 m respectively, both made of copper and connected to the pit (2) , where they are located the respective solenoid valves that control the passage of air to the impulsion core (1) by order of the monitored control unit (24) .

On the other hand, on the outer face of the decompression cavity (1.l) , the ringed body of the electromagnet (1.k) is threaded , 0 ^ext 0.72 m, 0 ^int 0.18 m and 0.16 m high, which, It is located in the induction cavity (1.j) of the impulse fitting (1) , made with a copper conductor of 0 0.01 m wound in the form of a solenoid with a certain number of turns in its length of 0.16 m in height, to be able to generate a sufficient vertical magnetic field to optimize the interaction with the powerful permanent cylindrical magnet (1.r) that is screwed to the shock valve bushing (1.i) , when the monitored control unit (24) gives a signal to the rechargeable battery (6) to emit successive electrical pulses with a certain voltage (12 v), amperage (50 A) and frequency (1 cycle per second), which reach the electromagnet (1.k) through the flexible tube (1q) of 0 ^int 0.02 m, in order to ensure that the cyclical vertical movements of opening and closing of the shock valve, and control the continuous water hammer to optimize the elevation of the fluid to the storage tank (30) , a control unit that is geolocated by a general observation center to which it transmits the data obtained.

In the foundation, there must be a pit of 0 ^int 1.30 m and 0.80 m high (2) , connected to the air outlet (1.m) and air inlet (1.n) of the decompression cavity (1.1) of the impulsion fitting (1.c) , to house the respective solenoid valves that control the passage of air to the said decompression cavity and install a water bilge pump that, where appropriate, will return the insignificant losses of water to the storage tank (30) , and will evacuate to it the fluid contained in the components of the invention in the event of unforeseen leaks, accidents, repair and / or maintenance, if any.

Welded to an anchor plate embedded with smooth or corrugated steel bolts on the surface of the foundation, starts the spiral staircase (3) that connects the different floors for access by maintenance personnel.

Screwed to the surface of the drive core (1) with the corresponding flange and by means of the intermediate assembly disc (1.d) , the delivery fitting of 0int 0.50 m (5) is coupled. In this example, the delivery fitting has two outlets to connect the 90 ° elbows (4) in which the delivery branches (7) are assembled with bolted flanges, outlets that necessarily have to correspond, in number, to the lift pipes (15) and pneumatic chambers (13) . The delivery fitting (5) , at its junction base with the impulse core (1) , is equipped with activation sensors (1.v) to measure the closing pressure of the shock valve (1.i) , record that will be sent to the monitored control unit (24) with independent conductors of different wiring (1.w) to connect the terminals of each sensor. The delivery fitting will have a shut-off valve and fluid drain to facilitate repair and / or maintenance. The function of the delivery fitting (5) is to serve as a communicator of the fluid between the ACTION PHASE and the REACTION PHASE, since it receives vertically the action of the fluid contained in the acceleration pipe (8) , and as a reaction, it allows the exit side of the water by the two 90 ° elbows (4) attached to the delivery branches (7) . The delivery fitting is manufactured in one piece and made of alloys of non-ferromagnetic materials to avoid electromagnetic interactions.

At the vertical inlet of the delivery fitting (5) , the lower end of the acceleration pipe (8) is coupled with a bolted flange, while the upper end is fixed to the lower part of the counter pipe (11) that passes through the first floor slab. The acceleration pipe has a 0int of 0.50m and is made of alloys of non-ferromagnetic materials. Its function is to accelerate the water fronts by gravity up to the drive core (1) , to cause the water hammer.

To the lateral outlets of the delivery fitting (5) , the 90 ° elbows (4) are connected with bolted flanges, which in turn are fixed to the surface of the foundation with stainless steel plates to avoid vibrations and unwanted movements, elbows that change the direction of the fluid and connect the beginnings of the delivery branches (7) , both pipes have a 0int of 0.30m, are manufactured with alloys of non-ferromagnetic materials and their function is to deliver the driven fluid, upstream , after the action of the water hammer.

At the termination of the delivery branches (7) , the bases of the non-return delivery valves (9) are coupled with bolted flanges, fixing their other end to the lower part of the counter-tube (10) that passes through the forging of the First floor. Inside the non-return delivery valves there are impact resistant synthetic rubber spheres of 0.15 m, attached to four pins that slide vertically through the holes that position them, to prevent, downstream, the exit of the water in the pneumatic chambers (13) , and allow, upstream, its entry after the action of the water hammer. Non-return delivery valves are made of alloys of non-ferromagnetic materials.

FIRST FLOOR (Height 4.40 m). Plant for Pneumatic Chambers (13).

The 0.40 m deep structural slab that defines the floor of the First floor is located on this floor, where the location of three counter pipes must be foreseen to allow the passage of the fluid, two of 0 ^int 30 m (10) , for the water inlet to the pneumatic chambers, and a third of 0 ^int 50 m (11) , for the acceleration pipe (8) , a hole of 01.80 m for the spiral staircase (3) , through which it will access the assembly and / or maintenance personnel, as well as a second gap of 0 1.30 m (12) , closed with a mesh of 01.40 m of stainless steel, which can be opened to pass between floors with pulleys fixed to the upper floor, both the components of the system devised, such as the materials to be replaced in case of breakdown and / or maintenance.

The widening of the two contratubos 0 30 m ^int (10), fixed with flanges bolted two pneumatic chambers (13), in this case, comprise the system devised. Both pneumatic chambers, have a 0 ^int 0.70 m, a water height of 3.55 m and 0.90 m air, can be made with alloys of ferromagnetic materials subjected to stainless and anticorrosive treatments, and their function is to receive the transmitted water by the delivery branches (7) to compress the volume of air that houses the chamber, and once the water inlet has stopped at the end of the water hammer action, the decompression of the previously compressed air and outlet to the fluid begins for a few 0 ^int 0.12 m orifices located in its lower perimeter, allowing a constant flow for the elevation of the water to the storage tank (30) through the elevation pipes (15) . Both pneumatic chambers have a gravity drain valve to facilitate their repair and / or maintenance, as well as the corresponding digital pressure gauges to control the pressure of the compressed air through the monitored control unit (24) , and thus ensure the correct operation of the invention.

At each outlet of the pneumatic chambers (13) , one end of the elbows at 90 ° 0 ^int of 0.12 m is connected with bolted flanges to change the direction of the flow, welded to steel plates (14) anchored with bolts. of smooth or corrugated steel to the surface of the forging to avoid vibrations and / or unwanted movements. At the other end of the elbows, the start of the riser pipes (15) is assembled with bolted flanges, while their upper end is fixed to the lower part of the counter- pipe (21) that crosses the floor of the Second floor. The lifting pipes have a 0 ^int of 0.12 m, they can be made of alloys of ferromagnetic materials subjected to stainless and anticorrosive treatments, and their function is to lift the driven fluid, upstream, after the action of the water hammer.

At the base of the 0 ^int 0.50 m counter pipe (11) , the lower end of the 0 ^int 0.50 m acceleration pipe (8) is connected with bolted flanges. This section of pipe can be manufactured with alloys of ferromagnetic materials subjected to stainless and anticorrosive treatments, and as already mentioned, its function is to accelerate by gravity the water fronts up to the drive core (1) , to cause the water hammer. .

At the upper end of the acceleration pipe (8) , the base of a non-return valve of 0int 50 m (16) is fixed with bolted flanges, inside which is a sphere of synthetic rubber resistant to impact of 00.15 m, attached to four pins that slide vertically through the holes that position it, to prevent the Upstream recoil after the action of the water hammer and allow the passage of fluid, downstream, being able to be manufactured with alloys of ferromagnetic materials subjected to stainless and anticorrosive treatments.

On the previous non-return valve (16), the lower end of the 0int 0.50 m manifold (17) is connected with bolted flanges. This pipe can be manufactured with alloys of ferromagnetic materials subjected to stainless and anticorrosive treatments, and its function is to collect the water from the outlet of the hydraulic turbine (23), and if any, the excess fluid accumulated in the storage tank (30) through the inlet provided in the lower perimeter of the collector to connect the evacuation pipe (18).

At the perimeter inlet of the collector (17), the horizontal end of the elbow at 90 ° of 0int of 0.12 m is connected with the corresponding bolted flange, which changes the direction of the fluid, joining the vertical end of the elbow with another bolted flange , the inlet of the evacuation pipe (18) of 0int of 0.12 m, while the remaining end is fixed to the lower part of the counter-pipe (21) that crosses the slab of the Second floor. Both the 90 ° elbow and the evacuation pipe (18) can be made of alloys of ferromagnetic materials subjected to stainless and anticorrosive treatments, and their function is to evacuate the possible excess water from the storage tank (30) to the collector.

At the upper end of the collector, the base of another non-return valve of 0 ^int 50 m (19) is fixed with a screwed flange, joining its other end to the lower part of the counter-pipe (22) that crosses the floor of the Second floor . This non-return valve can be manufactured with alloys of ferromagnetic materials subjected to stainless and anticorrosive treatments, and inside there is a sphere of synthetic rubber resistant to impact of 00.15 m, attached to four pins that slide vertically through the holes that they position it, to allow the flow of fluid downstream, and prevent the backward flow of the water upstream towards the hydraulic turbine (23), after the action of the water hammer.

SECOND FLOOR (Level 10.00 m). Turbine Plant (23).

The 0.40 m deep structural slab that defines the floor slab of the Second floor is located at this level, which must foresee the location of five counter pipes to allow the passage of the fluid, a first of 0int 0.05 m for the network of water supply (20), if any, a second of 0int 0.12 m for the evacuation pipe (21), two of 0int 0.12 m for the riser pipe (21), and a fifth of 0int 0.40 m for the water outlet of the hydraulic turbine (22), a hole of 0 1.80 m for the spiral staircase (3) through which the assembly and maintenance personnel access, as well as a second rectangular hole of 1.35 mx 1.10 m of surface (12), closed with a rectangular 1.45 mx 1.20 m stainless steel grid, which can be opened to pass between floors with pulleys fixed to the upper floor, both the components of the system devised, as well as the materials to be replaced in case of breakdown and / or maintenance, components that will be introduced into the building through a door slide (31) provided on an exterior facing of the ground floor.

At the base of the 0 ^int 12 m counter pipe (21), the initial end of the evacuation pipe (18) is fixed with the corresponding bolted flange, joining the other end to the lower part of the counter-tube (27) that crosses the floor of the Third floor. This section of pipe must be made of alloys of non-ferromagnetic materials to avoid electromagnetic interactions with the hydraulic turbine (23) , and its function is to evacuate the possible excess water from the storage tank (30) , to the collector (17) located in the First floor.

At the base of the two 0 ^int 0.12 m counter tubes (21) , the initial end of the riser pipes (15) are fixed with bolted flanges, while their other end is attached to the lower part of the counter tube (27 ) that crosses the slab of the Third floor. Both elevation pipes have a 0 ^int 0.12 m, they must be made with alloys of non-ferromagnetic materials to avoid electromagnetic interactions with the hydraulic turbine (23) , and their function is to continue the elevation of the driven fluid, upstream.

At the base of the 0int 0.40 m counter-tube (22) , the water outlet of the hydraulic turbine (23) is connected with the corresponding bolted flange, whose axis of rotation, or hub, is connected to an electric generator in position vertical (25) , all made with non-ferromagnetic materials to avoid electromagnetic interactions. This hydraulic turbine is planned to produce 100 kWh, and for this it requires the input of a flow of 620 l / s with a pressure of 21 mca, which is achieved with the projected geometry.

In the vertical inlet of the hydraulic turbine (23) , which is fixed with steel plates to a plate anchored with smooth or corrugated steel bolts to the surface of the slab that supports it to avoid vibrations and / or unwanted movements, it is connected with The corresponding flanges screwed the lower end of the 0int 0.50 m turbidity pipe (26) , while the upper end is attached to the lower part of the counter-tube (28) that crosses the floor of the Third floor. The turbidity pipe has a valve for closing and draining the fluid by gravity to facilitate its repair and / or maintenance. This section must be manufactured with non-ferromagnetic materials to avoid electromagnetic interactions with the electric generator (25) , and its function is to supply the hydraulic turbine (23) with sufficient flow to allow its correct operation.

THIRD FLOOR (Height 13.90 m). Intermediate Plant.

At this level is located the structural slab with a 0.20 m depth that defines the slab of the Third floor, which must foresee the location of five counter pipes to allow the passage of the fluid, a first of 0int 0.05 m for the network of water supply (20) , if any, a second of 0int 0.12 m for the evacuation pipe (21) , two of 0int 0.12 m for the riser pipe (21) , and a fifth of 0int 0.50 m for the turbidity pipe (28) , a hole of 01.80 m for the spiral staircase (3) , through which the assembly and maintenance personnel access, as well as a second rectangular hole of 1.35 mx 1.10 m of surface (12) , closed with a rectangular 1.45 mx 1.20 m stainless steel grid, which can be opened to pass between floors with pulleys fixed to the upper floor, both the components of the system devised, as well as the materials to be replaced in case of breakdown and / or maintenance. At the same time, a sixth counter-pipe of 0int 0.12 m must be provided to pass the wiring coming from the electric generator, and thus be able to feed, if any, the ultra-capacitor batteries suspended in the vertical faces of this plant to act as a backup system or to balance reactive energy in certain electrical appliances.

To the bases of the corresponding evacuation (27) , elevation (27) and cloud (28) counter pipes, the initial end of the evacuation pipe (18) , the elevation pipe (15 ) and the turbidity (26) , its other end being screwed to the lower part of the same counter-tubes that cross the floor of the Fourth floor, and as already mentioned, these tubes can be manufactured with alloys of ferromagnetic materials subjected to treatments. stainless and anticorrosive, and its function is to evacuate, lift and cloud the fluid.

The plants: Fourth (elevation 17.30m), Fifth (elevation 20.70 m) and Sixth (elevation 24.10 m), will adopt the same configuration as explained for the Third floor, so it is not necessary to reiterate, however, if deemed appropriate, these plants could be eliminated as they are Intermediate plants, as long as the Third plant had the same distribution as the Sixth floor, in order to access the Seventh floor where the storage tank is installed (30) .

SEVENTH FLOOR (Height 27.50 m). Storage Tank Plant (30).

The 0.40 m deep structural slab that defines the floor of the Seventh floor is located at this level, which must foresee the location of five counter pipes to allow the passage of the fluid, a first of 0 ^int 0.05 m for the water supply network (20) , if any, a second of 0 ^int 12 m for the evacuation pipe (21) , two of 0 ^int 0.12 m for the riser pipe (21) , and a fifth of 0 ^int 0.50 m for the cloud pipe (29) , a hole of 01.80 m for the spiral staircase (3) where the assembly and maintenance personnel access.

At the base of the two 0 ^int 0.12 m counter tubes (21) , the initial ends of the riser pipes (15) are fixed with bolted flanges, while their final ends change direction twice with 90 ° elbows. until it enters the storage tank (30) , as if it were a siphon, joining it with flanges screwed on each plane of the rear face of its upper perimeter, lifting pipes that can be made of alloys of ferromagnetic materials subjected to to stainless and anticorrosive treatments, and its function is to raise the driven fluid, upstream, to the storage tank, after the action of the water hammer, with the precaution of introducing the arrival of the riser pipe in the stored fluid to avoid the splashing.

At the base of the other 0 ^int 0.12 m counter pipe (21) , the initial end of the evacuation pipe (18) is fixed with a bolted flange, while its end is made to change direction with a 90 ° elbow to be coupled, with another screwed flange, to the rear plane of the upper perimeter of the storage tank (30) . This pipe can be made with alloys of ferromagnetic materials subjected to stainless and anticorrosive treatments, and its function is to evacuate the possible excess water from the storage tank to the collector of the First plant (17) .

At the base of the 0int 0.50 m counter pipe (29) , the storage tank (30) is assembled with bolted flanges. The deposit will have sufficient reserve to compensate for possible losses due to evaporation, splashing and negligible leaks. Its rectangular base has a length of 3.10 m, a width of 0.66 m (enough to be assembled from the inside by one person), and a height of 4.85 m. It must be made of fiberglass to facilitate handling and lighten the weight of the slab that supports it, as it must be inserted into the core of the invention through the sliding door (31) provided on an exterior facing of the Seventh floor. It will have filters to prevent the entry of objects and impurities into the system, and as a preventive measure, it must have an additional supply of water to compensate for the aforementioned losses through a water supply network (20), reserve tanks, or vehicles with tanks (especially in hot areas). The storage tank will have a shut-off valve and another to drain the fluid for repair and / or maintenance. Its function is to store the water (fresh or salt) that will make possible the generation of electrical energy in a continuous cycle of fall and rise, if necessary, 24 hours a day.

As it precedes, with this way of carrying out the invention on the ground level, in a 33 m high building and / or infrastructure, independent of another construction system, once the devised system has been primed with 16 m3 of water (fresh or salty) to make them circulate continuously through the turbine (23) at a rate of water flow of 620 liters / second, it could produce 100 kWh.

B. INSTALLATION OF THE INVENTION ON THE GRADE IN A BUILDING AND / OR INFRASTRUCTURE OF 33 M HEIGHT, TO BE ABLE TO GENERATE 1 Mw.h BY GROUPING 10 IMPULSION CORES (1) CONNECTED WITH THEIR CORRESPONDING DELIVERY FITTINGS (5) OF TWO OUTPUTS, (Figure 4):

The foregoing for carrying out the invention in mode A is applicable to mode B, since it is a grouping of 10 drive cores (1), therefore, it is not necessary to reiterate it, although it does qualify the differences:

1. In this embodiment of the invention, a pyramidal building and / or infrastructure with a quadrangular base measuring 20 x 20 m and 40 m high at the top has been designed to distribute the same floors as those arranged in mode A.

2. With a single spiral staircase (3), we could access all the floors.

3. The elevation pipes (15), the evacuation pipes (18) and the turbidity pipes (26), begin to incline in the Second floor of the system designed to be concentrated in a single storage tank (30) that is aligned with the center of gravity of the construction, favoring the distribution of horizontal and vertical forces against seismic and wind actions.

Consequently, Mode B of carrying out the invention would make it possible to produce 1 Mw.h (1000 Kw.h), once the devised system has been primed with 160 m3 of water (fresh or salt) and make them circulate continuously through 10 turbines (23) at ratio of a water flow of 620 liters / second each.

C. INSTALLATION OF THE INVENTION INSIDE A RESIDENTIAL BUILDING OF 23 M HEIGHT AND 10 M UNDER THE GRADE, TO BE ABLE TO GENERATE 100 Kw.h WITH A SINGLE DRIVE CORE (1) CONNECTED TO A DELIVERY FITTING (5 ) OF TWO OUTPUTS, (Figure 5):

What is defined in mode A for the realization of the invention is also applicable to mode C, except for certain differences clarified in this illustrative example, and for this in (Figure 5) the plants and sections of the invention are shown inside of a building for residential use in which a single drive core (1) has been installed to obtain the energy self-sufficiency of two basements for Parking, 20 Homes, and the Urbanization where the property is located, considering for this an approximate demand of 100 kWh of power (due to the program of needs to be satisfied).

Differences from A mode are explained:

1. In the residential building where it is decided to install the invention, a core or hole of approximately 27 m2 of built surface (5.20 mx 5.20 m) must be foreseen, in this case, from the 2nd Basement to the Torreón, similar to the Only one elevator shaft that is larger, whose structure must be independent and isolated from the building, although communicated. Structure and foundation wrapped by an acoustic material (32) that has sufficient density to avoid possible transmission of noise and / or vibrations that may be generated by the devised system, taking care that the acoustic insulation that surrounds the foundation slab of the The invention will have at least the same allowable stress as the ground where it rests, as well as the durability to the degradation of the material, since it is buried.

2. This embodiment of the invention, having two floors below the grade level, to be able to pass between floors the components of the system devised, as well as the materials to be replaced in case of breakdown and / or maintenance, must be introduced through the sliding door (31) provided on an exterior facing of the Turbines plant (23) , in this case the ground floor, by means of pulleys fixed to the upper floor of the building.

With this way of carrying out the invention inside residential uses, once the devised system has been primed with 16 m3 of water (fresh or salt) to make them circulate continuously through the turbine (23) at a water flow rate of 620 liters / second, it could produce 100 kWh (it is important to bear in mind that the average consumption of a normal user in a home is 0.375 kWh).

D. INSTALLATION OF THE INVENTION ADAPTING TO THE SURVEY OF THE SITE, TO BE ABLE TO GENERATE 100 Kw.h WITH A SINGLE DRIVE CORE (1) CONNECTED TO A DELIVERY FITTING (5) WITH TWO OUTLETS, (Figure 6).

Similarly, what is determined for the realization of the invention in mode A is applicable to mode D, detailing in this illustrative example the differences, for which a section of the plants and profile of the invention is shown adapting to the topography of the place, to avoid, if any, the environmental impact of the invention in the applied urban use, and to guarantee compliance with the ordinances that govern it.

Differences from A mode are listed:

1. As the plants destined to the location of the impulsion core (1) and the pneumatic chambers (13) must be located below ground level to avoid environmental impact, if any, there must necessarily be a perimeter wall of Containment of perfectly drained land to prevent possible flooding and humidity.

2. The turbine plant (23) , in this case the ground floor, increases its built surface until it adapts to the profile of the terrain, to allow the assembly of the lifting pipes (15) , the evacuation pipes (18) and the turbidity (26) , which will be buried to avoid environmental impact. Therefore, through the sliding door (31) provided at the entrance of this plant, both the components of the system devised and the materials to be replaced in case of breakdown and / or maintenance will be introduced, to be transferred to the lower floors by means of fixed pulleys. to the floor of the First floor, a duly drained floor that will be used as a continuity of the terrain profile to integrate the invention into the environment in which it is intended.

3. The intermediate plants disappear and the plant that locates the storage tank (30) is maintained , which is introduced through the sliding door (31) provided at the entrance, a tank that maintains its capacity (16 m3) but changes its dimensions to take advantage of the built surface that has been increased to: adapt to the terrain profile, assemble the riser (15) , evacuation (18) and cloud (26) pipes, and integrate the system designed into the environment destined.

With this way of carrying out the invention, adapting to the topography of the place, once the devised system has been primed with 16 m3 of water (fresh or salt) to make them circulate continuously through the turbine (23) at a rate of water flow of 620 liters / second, 100 kWh could be produced, admitting clusters of drive cores (1) following any path (Figure 7.a) to produce more electrical energy during 24 hours, if necessary.

Claims (3)

1. The object of the invention is to create Energy Self-Sufficiency Nuclei for Urban Uses, and for this purpose a new renewable energy production system has been devised capable of cyclically raising the same volume of water to a certain height without generating water losses (except for the referred), which when falling by gravity, drives the appropriate hydraulic turbine (23) together with the appropriate electric generator (25) to produce electricity continuously in any urban use in which it is applied, which is made possible with the core of impulse (1) devised, on which all the components that comprise the invention that are detailed below depend, which can be grouped together (Figure 7.ab) , inside buildings and / or infrastructures to obtain the desired energy, for Therefore, this sustainable clean energy system is adaptable to Residential, Tertiary, Industrial, Equipment (sports, educational, health, cultural, etc ...) uses, Space Free s (parks, green areas, etc ...), Transport (interchanges, railway stations, service stations, cable cars, ports, airports, etc ...) and Infrastructures (public and railways, arteries, streets, roads , etc ...), Agricultural (outdoor plantations and greenhouses, livestock facilities, etc ...) and Forestry, ... among others; Likewise, it can be located inside any transport system that, due to its size, allows it, such as inside boats (commercial, passenger or other). The Energy Self-Sufficiency Nuclei for Urban Uses are characterized by the fact that they comprise: 1. Drive core (1), (Figure 3), is the fundamental component of the invention, since it performs the exchange of pressures generated by the fluid in the ACTION and REACTION PHASE, enabling the elevation of the water to the tank of storage (30) , drive core characterized in that it comprises: • Casing (1.a) , embedded in the foundation slab of the building and / or projected infrastructure, its cylindrical shape is optional, it is made of non-ferromagnetic materials and its function is to serve as a framework to house all the internal components that it comprises the drive core (1) . • Acoustic insulation (1.b) , it is located in the space between the interior of the casing (1.a) and the impulsion fitting (1.c) , it is made of materials with high acoustic resistance and its function is to prevent the transmission of noise and / or vibrations to the building and / or projected infrastructure. • Impulse fitting (1.c) , centered on the impulse core (1), is the "heart" of the invention, since it enables the elevation of the water to the storage tank (30) , by carrying out the exchange of pressures generated by the fluid in the ACTION and REACTION PHASE, it is made of non-ferromagnetic materials and comprises three cavities: 1. Impact cavity (1.h) . It is the volume where the shock valve (1.i) is located , which is a disk attached to a central threaded bushing to screw the permanent ring-shaped magnet (1.r) and allow the vertical movement of the aforementioned valve when interacting with a second magnetic field generated by the electromagnet (1.k) , movement that is controlled with electromagnetic pulses of voltage, amperage and frequency determined through the monitored control unit (24) . The seat base of the cavity Impact has an O-ring (1.t) that limits the descent of the shock valve in order to control the force and impact pressure of the gravity-accelerated water fronts that are suddenly stopped. Said impact cavity is drilled with threaded holes where the impact sensors (1.s) , overpressure (1.u) and activation (1.v) are screwed , whose terminals are connected with different wiring (1. w) , made up of independent wires to feed, collect, verify the data of each sensor and direct them to the monitored control unit (24) so that it can operate in the logic unit with the time established for each cycle, obtaining maximum efficiency in the elevation of the fluid. 2. Induction cavity (1.j) . The electromagnet or solenoid (1.k) is threaded into it, supplied with electrical energy by the rechargeable battery (6) through the flexible polyethylene tube (1.q) , so that the generated magnetic field incites the vertical movement to the shock valve (1.i) , and thus cause its opening or closing, a process controlled by the monitored control unit (24) . The base of the electromagnet is supported by a neoprene gasket that rests on the circular angle (1.p) , to prevent the solenoid from breaking due to the continuous impacts transmitted by the shock valve. 3. Decompression cavity (1.l) . It is the cavity provided in the impulsion fitting (1.c) to avoid the blockage of the shock valve (1.i) in its continuous cycle of vertical displacement, due to the pressures and air suctions that it generates, and this is achieves allowing the passage of air through the interstices created at the entrance of the decompression cavity with the head of the cylindrical sleeve (1st) that surrounds the permanent magnet (1.r) and serves as a guide to guarantee verticality in its displacement, cylindrical sleeve with vertical guides on its perimeter that are introduced in the counter guides provided for the decompression cavity to position it correctly, sleeve head fixed to the base of the impact cavity (1.h) with a screwed ring to guarantee its firmness, thus allowing air to exit through the pipe (1.m) and enter through the pipe (1n) , both made of copper and connected to the pit (2) , where the respective solenoid valves that control the passage of air by order of the monitored control unit (24) . • Foundation pit (2) , characterized by being the space included in the invention to install the respective solenoid valves that control the passage of air to the impulsion core (1) through the pipes (1.m) and (1.n ) and by order of the monitored control unit (24) , as well as to locate the water bilge pump that, where appropriate, will return the insignificant water losses to the storage tank (30) , and will evacuate the fluid to it contained in the components of the invention in the event of unforeseen leaks, accidents, repair and / or maintenance. The foundation pit (2) is closed by a grid whose shape is optional and must be made of stainless steel in frames of electrowelded plates, which can be opened to access what is installed inside. Spiral staircase (3) , characterized by being the element included in the invention that communicates the different floors for access by maintenance and / or repair personnel. It is made of pieces of alloys of light non-ferromagnetic materials welded together and in turn to the corresponding forgings. 90 ° delivery elbows (4) , characterized by being the pipes included in the invention to connect each outlet of the delivery fitting (5) with its corresponding delivery branches (7) by means of screwed flanges. They are made of non-ferromagnetic materials, they change the direction of the fluid upstream, they are fixed to the foundation anchor plates with plates of the same material to avoid unwanted movements and efforts, and their function is to allow the upward circulation of the water once started. the REACTION PHASE or elevation of the fluid. Delivery fitting (5) , characterized by being the element included in the invention that is connected to the surface of the drive core (1) with the corresponding flange screwed to the intermediate assembly disk (1.d) . The delivery fitting can have one or more outlets to connect one or more 90 ° elbows (4) that change the direction of the fluid and are fixed to the foundation with plates to avoid unwanted movements, elbows in which they are assembled with bolted flanges the delivery branches (7) , outlets that necessarily have to correspond, in number, to the lifting pipes (15) and the pneumatic chambers (13) . The delivery fitting (5) , at its junction base with the impulse core (1) , is equipped with activation sensors (1.v) to measure the closing pressure of the shock valve (1.i) , record that will be sent to the monitored control unit (24) with independent conductors of different wiring (1.w) to connect the terminals of each sensor. The delivery fitting will have a shut-off valve and fluid drain to facilitate repair and / or maintenance. The function of the delivery fitting (5) is to serve as a communicator of the fluid between the ACTION PHASE and the REACTION PHASE, since it receives vertically the action of the fluid contained in the acceleration pipe (8) , and as a reaction, it allows the exit side of the water by the two 90 ° elbows (4) attached to the delivery branches (7) . The delivery fitting is manufactured in one piece and made of alloys of non-ferromagnetic materials. Rechargeable battery (6) , characterized by being the element included in the invention destined to the storage of electrical energy to be able to initiate the ACTION PHASE or fall of the fluid due to gravity due to the operation of the monitored control unit (24) , so that in the moment in which its energy contribution is deactivated from the same, or, in the moment in which it orders that the direction of circulation of the current of voltage, amperage and determined frequency be reversed to attract with greater acceleration to the permanent magnet ( 1.r) threaded to shock valve (1.i) , the volume of water contained in the acceleration pipe (8) flows by gravity. Another optional function of the rechargeable battery (6) , if deemed convenient, would be to use it as a rechargeable battery of ultra capacitors suspended in the vertical walls of the intermediate floor where it is used, in order to act as a reserve system and / or to balance reactive energy in certain electrical appliances. Delivery branch (7) , characterized in that the pipe included in the invention is connected, by means of screwed flanges, at its lower end to each 90 ° delivery elbow (4) and at the upper end to the corresponding delivery valve anti return (9) . It is manufactured with non-ferromagnetic materials subjected to stainless and anticorrosive treatments, and its function is to continue with the upward circulation of water once the REACTION PHASE or elevation of the fluid has started. Acceleration pipe (8) , characterized by being the pipe included in the invention that saves the plant from the pneumatic chambers (13) by means of the counter pipe (11) to connect, by means of screwed flanges, its lower end to the delivery fitting (5) and its upper end to the non-return valve (16) . It is manufactured with non-ferromagnetic materials (although the section connected to the pneumatic chamber plant can be manufactured with ferromagnetic materials subjected to stainless and anticorrosive treatments), and its function is to accelerate the water fronts to the impact cavity by gravity (1.h ) , to cause the water hammer due to sudden stopping of the same. Non-return delivery valve (9) , characterized by being the element included in the invention connected at its base to the delivery branches (7) and at its other end to the lower part of the counter-tube (10) that crosses the slab of the pneumatic chamber plant (13) . The interior of the non-return delivery valve (9) comprises a sphere of impact-resistant synthetic rubber, joined to four pins that slide vertically through the holes that position it, to prevent, downstream, the exit of water from the chambers pneumatic (13) , and allow, upstream, its entry after the action of the water hammer. Non-return delivery valves are made of alloys of non-ferromagnetic materials. Counter-tube (10) , characterized by being the element included in the invention that connects, by means of screwed flanges, each delivery valve (9) with the corresponding pneumatic chamber (13) . It can be manufactured with ferromagnetic materials subjected to stainless and anticorrosive treatments and its function is to allow the passage of fluid through the forging of the pneumatic chamber plant (13) . Counter-tube (11) , characterized by being the element included in the invention that connects, by means of screwed flanges, the sections of the acceleration pipe (8) . It can be manufactured with ferromagnetic materials subjected to stainless and anticorrosive treatments and its function is to allow the passage of fluid through the forging of the pneumatic chamber plant (13) . Stainless steel grid (12) , characterized by being the element included in the invention to close the passage gaps provided in the floors of the devised system. Its shape is optional and it is made of stainless steel with a grid of electrowelded bars, which can be opened to pass between floors with pulleys fixed to the upper floor, both the components of the system devised, as well as the materials to be replaced in case of breakdown and / or or maintenance. Pneumatic chamber (13) , characterized by being the element included in the invention where the air existing inside is compressed by the action of the water flow introduced by the overpressure generated from the water fronts suddenly stopped in the impact cavity (1. h) of the impulsion core (1) , which causes the opening of the non-return delivery valve (9) , and once such action has ceased, the previously compressed air is constantly decompressed to reach the equilibrium situation, with enough pressure to close the non-return delivery valves (9) and divert the fluid outlet to the riser pipes (15) to channel it to the storage tank (30) . The pneumatic chamber (13) must necessarily correspond to the number of outlets of the delivery fitting (5) and can be made of alloys of ferromagnetic materials subjected to stainless and anticorrosive treatments. 90 ° elevation elbow (14) , characterized by being the pipe included in the invention to connect each outlet of the pneumatic chamber (13) with its corresponding elevation pipe (15) by means of bolted flanges. They can be manufactured with non-ferromagnetic materials subjected to stainless and anticorrosive treatments, it changes the direction of the fluid upstream, it is fixed with a plate of the same material to each anchor plate of the pneumatic chamber plant (13) to avoid unwanted movements and efforts, and its function is to allow the upward circulation of the water that, in a constant way, exits through the corresponding pneumatic chamber (13) to raise it to the storage tank (30) . Riser pipe (15) , characterized by being the pipe included in the invention that saves from the pneumatic chamber plant (13) , all the plants of the system devised thanks to the counter pipes (21) and (27) , to connect by means of bolted flanges, their lower end to each 90 ° rise elbow (4) , and at the upper end to the storage tank (30) . It can be manufactured with non-ferromagnetic materials subjected to stainless and anticorrosive treatments (except for the section that runs through the turbine plant (23) to avoid electromagnetic interactions), and its function is to continue with the upward circulation of water that, constantly, It exits through the corresponding pneumatic chamber (13) to raise it to the storage tank (30) . Non-return valve (16) , characterized by being the element included in the invention connected at its base to the acceleration pipe (8) and at its other end to the lower part of the collector (17) . The interior of the non-return valve (16) comprises a sphere of impact resistant synthetic rubber, attached to four pins that slide vertically through the holes that position it, to prevent the upstream backward movement towards the collector (17) after the action of the water hammer and allow the passage of fluid, downstream, being able to be manufactured with alloys of ferromagnetic materials subjected to stainless and anticorrosive treatments. Manifold (17) , characterized in that the pipe included in the invention is connected, by means of screwed flanges, at its lower end to the non-return valve (16) and at the upper end to the non-return valve (19) . This pipe can be manufactured with alloys of ferromagnetic materials subjected to stainless and anticorrosive treatments, and its function is to collect the water from the outlet of the hydraulic turbine (23) , and if any, the excess fluid accumulated in the storage tank (30) through the inlet provided on the lower perimeter of said collector to connect the evacuation pipe (18) . Drainage pipe (18) , characterized by being the pipe included in the invention that saves from the pneumatic chamber plant (13) , all the plants of the system devised thanks to the counter pipes (21) and (27) , to connect by means of bolted flanges, its lower end to the inlet provided on the lower perimeter of the collector (17) , and at the upper end to the storage tank (30) . It can be manufactured with ferromagnetic materials subjected to stainless and anticorrosive treatments (except for the section that runs through the turbine plant (23) to avoid electromagnetic interactions), and its function is to channel by gravity to the collector (17) , the excess water of fluid accumulated in the storage tank (30) , if any. Non-return valve (19) , characterized by being the element included in the invention connected at its base to the collector (17) and at its other end to the lower part of the counter-tube (22) that crosses the forging of the turbine plant (23 ) . The interior of the non-return valve (19) comprises a sphere of impact-resistant synthetic rubber, joined to four pins that slide vertically through the holes that position it, to prevent the upstream backward movement towards the turbine (23) after the action of the blow of ram and allow the passage of fluid, downstream, being able to be manufactured with alloys of ferromagnetic materials subjected to stainless and anticorrosive treatments. Water supply network (20) , characterized by being the pipe included in the invention that saves from the ground level (place where the connection is foreseen), with its corresponding counter pipe, all the plants of the system devised, to connect by means of of screwed flanges, its lower end to the connection of the building and / or infrastructure in which the system designed is projected, and its upper end to the storage tank (30) . It can be manufactured with ferromagnetic materials subjected to stainless and anticorrosive treatments (except for the section that runs through the turbine plant (23) to avoid electromagnetic interactions), and its function is to serve as a preventive measure to recover water losses with an additional contribution of water through a supply network, reserve tanks, or vehicles with tanks that can pump the fluid from the outside, especially in hot areas. Counter-tube (21) , characterized by being the element included in the invention that connects in the different plants, by means of screwed flanges, the different sections of the riser pipe (15) and those of the evacuation pipe (18) . It can be made of ferromagnetic materials subjected to stainless and anticorrosive treatments and its function is to allow the passage of fluid through the floors it passes through. Counter-tube (22) , characterized by being the element included in the invention that connects, by means of screwed flanges, the non-return valve (19) and the hydraulic turbine (23) . It can be manufactured with ferromagnetic materials subjected to stainless and anticorrosive treatments, and its function is to allow the passage of fluid through the forging of the turbine plant (23) . Hydraulic turbine (23) , characterized by being the element included in the invention that receives from the storage tank (30) and through the turbidity pipe (26) the flow of water necessary so that, when it falls due to gravity, it makes rotate its rotor whose shaft or hub is connected to the electrical generator (25) to produce the requested electrical energy. The hydraulic turbine (23) is fixed with stainless steel plates to an anchor plate whose smooth or corrugated steel bolts are embedded in the surface of the slab that supports it, in order to avoid vibrations and / or unwanted movements, and must be manufactured with no materials ferromagnetic to avoid electromagnetic interactions with the electric generator. Monitored control unit (24) , characterized by being the element included in the invention that organizes, manages, directs, orders and controls all the logical operations in the devised system, therefore, it is the "brain" that cyclically controls each stroke of ram caused in the drive core (1) to rationalize the energy released by abruptly stopping the accelerated water fronts in the acceleration pipe (8) , in order to take advantage of most of the dissipated energy and raise part of the fluid contained in the invention, so that in its continuous cycle of gravity fall and passage through the hydraulic turbine (23) , it moves the rotor of the electric generator (25) and produces the clean energy necessary for energy self-sufficiency in urban uses in urban areas. that is intended, making it a sustainable invention, without emissions and that complies with the patentability requirements: novelty, inventive step and industrial application. The monitored ol (24) being portable, it can be located in any plant of the invention thanks to its wireless communication technology, which at the same time allows its geolocation by a general observation center to which it transmits all the data obtained from the system devised. in which it applies. Electric generator (25) , characterized by being the element included in the invention connected to the axis of rotation of the hydraulic turbine (23) whose hub is connected to a rotor with a copper winding that rotates within the magnetic field generated by a permanent magnet or an electromagnet, and by electromagnetic induction it makes the free electrons of the conductor move, thus creating an electric current in the generator, and it must be made of non-ferromagnetic materials to avoid electromagnetic interactions with each other. The electrical energy produced, by analogy with other renewable energy production systems (Figure 7.c) , will be directed to a transformation center, and if transport is necessary, from the transformation center it will be derived to the corresponding transformer substation and of control that will facilitate its conduction by the suitable networks or electrical power lines. Turbination pipe (26) , characterized by being the pipe included in the invention that saves from the turbine plant (23) , all the plants of the system devised thanks to the counter pipes (28) and (29) , to connect by means of bolted flanges, their lower end to the hydraulic turbine (23) , and at the upper end to the storage tank base (30) , in order to deliver the necessary water flow to the hydraulic turbine (23) from the storage tank (30) , so that when it falls due to gravity, it rotates the turbine rotor that is connected to the electric generator (25) to produce the requested electric energy. The turbidity pipe can be made of materials non-ferromagnetic materials subjected to stainless and anticorrosive treatments (except for the section that runs through the turbine plant (23) to avoid electromagnetic interactions). Counter-tube (27) , characterized by being the element included in the invention that connects in the different plants, by means of screwed flanges, the different sections of the riser pipe (15) and those of the evacuation pipe (18) . It can be made of ferromagnetic materials subjected to stainless and anticorrosive treatments and its function is to allow the passage of fluid through the floors it passes through. Counter-tube (28) , characterized by being the element included in the invention that connects in the different plants, by means of screwed flanges, the different sections of the turbination pipe (26) . It can be made of ferromagnetic materials subjected to stainless and anticorrosive treatments and its function is to allow the passage of fluid through the floors it passes through. Counter-tube (29) , characterized by being the element included in the invention that connects, by means of screwed flanges, the base of the storage tank (30) with the cloud pipe (26) . It can be manufactured with ferromagnetic materials subjected to stainless and anticorrosive treatments, and its function is to allow the passage of fluid through the floor slab that supports the storage tank (30) . Storage tank (30) , characterized by being the element included in the invention that contains the fresh or salt water for the operation of the devised system, with a sufficient reserve to compensate for the possible losses arising from evaporation, splashing and insignificant leaks in the cycle. of energy production. It will have filters to prevent the entry of objects and impurities into the system, and as a preventive measure to recover the referred water losses, it must have an additional supply of water through a supply network (20) , reserve tanks, or vehicles with cisterns that can pump the fluid from the outside, especially in hot areas. The storage tank must be divided into modules to facilitate its handling, and it must be made of light materials, as well as resistant, such as fiberglass, because due to the dimensions it experiences, in most cases, it will have to be introduced into the nucleus of the invention through the exterior wall of the plant in which it is located, which is generally the highest. It exits the fluid through its base, saving the slab that supports it with the counter-tube (29) , which connects it with the turbidity pipe (26) by means of bolted flanges. In addition, it will have a shut-off valve and a fluid drain valve for repair and / or maintenance. Its function is to store the water (fresh or salty) that will make the generation of electrical energy in a continuous cycle of fall and rise 24 hours a day, if necessary. Sliding door (31) , characterized by being the element included in the invention through which both the components of the system devised, as well as the materials to be replaced in case of breakdown and / or maintenance, must be introduced. It can be made of ferromagnetic materials subjected to stainless and anticorrosive treatments (except if it is located in the turbine plant (23) to avoid electromagnetic interactions), as well as it must be acoustically insulated to avoid the emission of noise from the system to the outside. Acoustic insulation (32) , (Figure 5) , characterized by being the element included in the invention used when the installation of the system designed inside buildings and / or infrastructures for residential use is required inside a shaft similar to that of an elevator only, of greater dimension, whose structure must be independent and isolated from the building, although communicated. Structure and foundation wrapped by an acoustic material (32) that has sufficient density to avoid possible transmission of noise and / or vibrations that may be generated by the devised system, taking care that the acoustic insulation that surrounds the foundation slab of the The invention will have at least the same allowable stress as the ground where it rests, as well as the durability to the degradation of the material, since it is buried.