A system for adjusting building height and neutralizing various types of seismic waves

Abstract

The disclosure relates to a system designed to protect buildings from tsunamis caused by earthquakes. However, this system is inherently capable of safeguarding buildings against a range of hazards, including earthquakes, floods, strong winds, and tsunamis caused by non-seismic factors. The system is the result of the combination of three subsystems: 1) an electromagnetic system for adjusting building height, 2) an electromagnetic system for neutralizing vertical forces of seismic waves, and 3) a mechanical system for neutralizing the horizontal and downward forces of seismic waves. It is evident that each of these subsystems can be used independently. Additionally, if water enters any of the columns of these three systems or any combination thereof, the system can also withstand molten materials from volcanic eruptions.

Description

DescriptionTitle of Invention: | A System for Adjusting Building Height and Neutralizing Various Types of Seismic WavesTechnical Field

[0001] The present invention relates to the field of structural engineering, and more particularly, to a system for adjusting the height of buildings with the capability to neutralize various types of seismic waves.Background Art

[0002] Prior art construction systems lack an effective means for adjusting building height. The only exception is buildings constructed in large pits, where, during a flood, water enters the pit, causing the building to float on the water's surface.

[0003] A solution that has been proposed for countering tsunamis, which has also been praised, is the installation of glass in the lower floors of the building. This allows the glass to break during a tsunami, and water can pass through the building, preventing it from collapsing. Unfortunately, with this method, in addition to the financial damage, individuals on the lower floors are at risk of drowning and death.

[0004] In prior art regarding molten volcanic materials, no effective solution has been proposed.

[0005] In terms of earthquake resistance, technologies have been introduced that somewhat neutralize seismic waves. However, the primary issue with these systems is that they frequently rely on polymeric materials or springs, which deteriorate and lose effectiveness over time. Since these systems rely on the elasticity of materials, they tend to store energy during the earthquake and transfer part of the stresses to the building. Additionally, they perform weakly in neutralizing vertical forces of seismic waves. Some of these technologies include: Lead Rubber Bearings (LRB), Elastomeric Isolators, Viscous Dampers, Friction Dampers, Spring Isolators, and Sliding Base Isolators.Summary of Invention

[0006] The disclosure relates to a system designed to protect buildings from tsunamis caused by earthquakes. However, this system is inherently capable ofsafeguarding buildings against a range of hazards, including earthquakes, floods, strong winds, and tsunamis caused by non-seismic factors. The system is the result of the combination of three subsystems: 1 ) an electromagnetic system for adjusting building height, 2) an electromagnetic system for neutralizing vertical forces of seismic waves, and 3) a mechanical system for neutralizing the horizontal and downward forces of seismic waves. It is evident that each of these subsystems can be used independently. Additionally, if water enters any of the columns of these three systems or any combination thereof, the system can also withstand molten materials from volcanic eruptions.

[0007] In a first aspect, the electromagnetic building height adjustment system comprises a plurality of columns supporting the chassis of a building. Each column comprises at least two telescoping components. Electromagnets are positioned within at least two telescoping components of each column. Upon receiving a command to increase height, a repulsive force is generated between electromagnets of at least two telescoping components of each column, causing at least one telescoping component to move upward. Upon receiving a command to decrease height, the electric current supplied to the electromagnets is gradually reduced, causing a reduction in the repulsive force between the electromagnets, and the raised telescoping components move downward, thereby decreasing the height of the columns.

[0008] In a second aspect, the electromagnetic system for neutralizing the vertical forces of seismic waves comprises a plurality of columns supporting the chassis of a building. Each column comprises at least two telescoping components. Electromagnets are positioned within at least two telescoping components of each column. Upon receiving an activation command, electric current flows into at least two electromagnets within each column, generating a repulsive force between the electromagnets that causes at least one telescoping component of the column to move upward relative to the lower telescoping component or components, thereby raising the chassis to a higher position. When subjected to upward or downward forces, the electric current supplied to the electromagnets is regulated by a switch or sensors connected to a smart system in a manner that neutralizes all or part of the forces. After the cessation of upward and downward forces, the system remains activated for an adjustable duration. Upon receiving adeactivation command, the electric current supplied to the electromagnets is gradually reduced, thereby reducing the repulsive force and returning the columns and chassis to their initial state.

[0009] In a third aspect, the mechanical system for neutralizing the horizontal and downward forces of seismic waves comprises a plurality of columns supporting a chassis. A spherical component is confined at one end of each column, with a portion of the spherical component extends outward from the column and is capable of rotational movement in all directions. A housing encloses the spherical component and a portion of the column, wherein the surface of the housing in contact with the spherical component is capable of moving over the spherical component in all horizontal directions. A movement range limiter prevents the housing from permanently separating from the spherical component.

[0010] In a fourth aspect, a system for adjusting building height, with the capability to neutralize various types of seismic waves, comprises a plurality of columns supporting the chassis of a building, each column comprising at least two telescoping components. Electromagnets are positioned within at least two telescoping components of each column. A spherical component is confined at one end of each column, wherein a portion of the spherical component extends outward from the column and is capable of rotational movement in all directions. A housing encloses the spherical component and a portion of the column, wherein the surface of the housing in contact with the spherical component is capable of moving over the spherical component in all horizontal directions. A movement range limiter prevents the housing from permanently separating from the spherical component. Upon receiving a command to increase height, a repulsive force is generated between electromagnets of at least two telescoping components of each column, causing at least one telescoping component to move upward. Upon receiving a command to decrease height, the electric current supplied to the electromagnets is gradually reduced, causing a reduction in the repulsive force between the electromagnets, and the raised telescoping components move downward, thereby decreasing the height of the columns. Upon receiving a command to activate the electromagnetic system for neutralizing the vertical forces of seismic waves, electric current flows into at least two electromagnets within each column, generating a repulsive forcebetween the electromagnets that causes at least one telescoping component of the column to move upward relative to the lower telescoping component or components, thereby raising the chassis to a higher position. When subjected to upward or downward forces, the electric current supplied to the electromagnets is regulated by a switch or sensors connected to a smart system in a manner that neutralizes all or part of the forces. After the cessation of upward and downward forces, the electromagnetic system for neutralizing the vertical forces of seismic waves remains activated for an adjustable duration. Upon receiving a command to deactivate the electromagnetic system for neutralizing the vertical forces of seismic waves, the electric current supplied to the electromagnets is gradually reduced, thereby reducing the repulsive force and returning the columns and chassis to their initial state.

[0011] In some embodiments, the surface of the housing in contact with the spherical component protrudes outward, ensuring that after any displacement, the center of the housing comes into contact with the spherical component again.

[0012] In some embodiments of each system comprising electromagnets, further comprises a safety brake for the telescoping components.

[0013] In some embodiments of each system comprising electromagnets further comprises an intelligent stability system configured to continuously calculate the load applied to each column and adjust the magnetic repulsive force by varying the electric current. This intelligent stability system maintains the chassis in a level position and also regulates the acceleration and speed of the telescoping components of each column.

[0014] In some embodiments, water is supplied to the columns to counteract the effects of molten volcanic materials.In some embodiments, each column further comprises threads on its external surface and is screwed into a ground plug placed at a designated position. The ground plug has threads or protrusions on its external surface and at least one vertical gap starting from the bottom end and extending upward without reaching the top end. When the column applies pressure to the inner surface of the ground plug, it causes the plug to expand and exert pressure on the external environment, thereby creating a foundation for the building.Technical Problem

[0015] The main technical issue lies in the use of soil in construction, which has made the industry highly vulnerable to natural disasters such as tsunamis and earthquakes. This is because the excessive use of soil in most building components, under various types of construction materials, increases the building's mass to such an extent that humans have to bear very heavy consequences. Meanwhile, iron makes up 5% of the Earth's crust, and humans should construct all walls using steel layers to create load-bearing structures, referred to as column-walls, which simultaneously serve the functions of walls, columns, beams, and braces. Floors should also be constructed in this manner and connected to the column-walls to ensure maximum structural integrity. This approach eliminates excess cost and weight from the building, reducing costs by up to two-thirds and weight by 90%. Additionally, this structural system has been patented by me under the title “A Construction System Comprising Ground Plugs, Columns with Threads, and Load-Bearing Column-Walls and Floors.” In this system, a chassis is defined as a plurality of beams that support the columnwalls. Therefore, the groundwork has been established for the development of a system that includes multi-functional columns to support the building, offering multiple capabilities as described in this disclosure.

[0016] It is understood that the system described in this disclosure is not limited to use in the previously outlined optimized structural system, but can also be applied to other building systems.

[0017] Regarding tsunami and volcanic eruption mitigation, no effective solutions have been proposed so far. However, in the case of earthquakes, several technologies are already in use. The common issues of prior earthquakeneutralizing systems include the deterioration of flexible materials used and the unintended energy storage capability inherent in these systems, which leads to part of the energy being transferred to the structure, causing instability. Furthermore, buildings are constantly subjected to oscillatory motion caused by wind forces.Solution to Problem

[0018] To address the multifaceted risks that buildings face worldwide, the proposed solution is a system comprising columns that use magnetic force to rapidly elevate the building, protecting it from floods and tsunamis. Additionally, by utilizing water within the columns, the system safeguards the structure from molten volcanic materials. The system also includes two independent earthquake-neutralizing mechanisms, one mechanical and one electromagnetic, designed to protect the building from seismic wave forces.Advantageous Effects of Invention

[0019] This system comprises multi-functional building columns that are capable of operating in multiple critical situations simultaneously, with a very high success rate. These risks include:

[0020] 1 : Tsunamis caused by earthquakes, including waves of various types such as S-waves, P-waves, spiral waves, and the C.U.D wave (Circular Up and Down), a unique seismic wave discovered by me.

[0021] 2: The flow of molten volcanic materials occurring alongside powerful earthquakes, involving any type of wave.

[0022] The mechanical part of this system does not require electrical energy. It includes a spherical component confined at one end of the column, a housing, and a movement range limiter, all of which function automatically. This component neutralizes a significant portion of the rotational, spiral, and oscillatory waves in 360 degrees of the horizontal plane, while also mitigating some vertical waves.

[0023] Additionally, the system is equipped with an electromagnetic system that synchronizes with the vertical seismic movements to neutralize waves simultaneously.

[0024] The system is composed of three sub-systems, each of which can function independently to protect the structure from specific threats. However, comprehensive protection requires the use of the full system, which results from the combination of all its components.Brief Description of Drawings

[0025] Exemplary embodiments of the present invention are illustrated by way of example in the accompanying drawings in which like reference numbers indicate the same or similar elements and in which:

[0026] Fig. 1 A is an exploded view of a column from an electromagnetic height adjustment system, comprising four telescopic components, and an electromagnet positioned within each telescopic component.

[0027] Fig. 1 B is a perspective view of the column in Fig. 1 A, showing the components in their assembled positions.

[0028] Fig. 1 C is a cross-sectional view of the column in Fig. 1 B.

[0029] Fig. 1 D is the column in Fig. 1 C when all the electromagnets are activated.

[0030] Fig. 2A is a cross-sectional view of a column from an electromagnetic system for neutralizing vertical forces of seismic waves, comprising four telescopic components, and an electromagnet positioned within each telescopic component.

[0031] Fig. 2B shows the column of Fig. 2A in the state where the activation command has been issued, and the upper telescopic components of the column are raised, lifting the chassis to a higher position.

[0032] Fig. 2C shows the column of Fig. 2B, which is subjected to an upward force.

[0033] Fig. 2D shows the column of Fig. 2C, which is subjected to a downward force.

[0034] Fig. 2E shows the column of Fig. 2D after the cessation of upward and downward forces, remaining activated for an adjustable duration.

[0035] Fig. 2F shows the column of Fig. 2E when it is deactivated and returned to its initial state.

[0036] Fig. 3A is a magnified view of the switch in the column of Fig. 2A.

[0037] Fig. 3B is a magnified view of the switch in the column of Fig. 2B.

[0038] Fig. 3C is a magnified view of the switch in the column of Fig. 2C.

[0039] Fig. 3D is a magnified view of the switch in the column of Fig. 2D.

[0040] Fig. 3E is a magnified view of the switch in the column of Fig. 2D as it transitions to the state shown in Fig. 2E.

[0041] Fig. 3F is a magnified view of the switch in the column of Fig. 2E.

[0042] Fig. 3G is a magnified view of the switch in the column of Fig. 2E as it transitions to the state shown in Fig. 2F.

[0043] Fig. 3H is a magnified view of the switch in the column of Fig. 2F.

[0044] Fig. 4A is an exploded view of a column from a mechanical system for neutralizing horizontal and downward forces of seismic waves, featuring a spherical component confined at one end, with part of the spherical component protruding outside the column, allowing it to rotate in all directions. A housing encloses part of the spherical component and the column, while a movement range limiter prevents the housing from permanently separating from the spherical component.

[0045] Fig. 4B is a magnified view of one of the movement range limiter components of the column in Fig. 4A from a different angle, with a connecting strap for connecting it to the column.

[0046] Fig. 4C is a perspective view of the column in Fig. 4A, showing the components in their assembled positions.

[0047] Fig. 4D is a cross-sectional view of the column in Fig. 4C.

[0048] Fig. 4E is a cross-sectional view of a column with a spherical component, housing, and movement range limiter at the bottom of the column.

[0049] Fig. 4F shows the column in Fig. 4D wherein the housing is separated from the spherical component, with the two movement range limiter components of the column preventing the housing from detaching from the system.

[0050] Fig. 4G shows the column in Fig. 4D in horizontal movement to neutralize horizontal vibrations.

[0051] Fig. 4H shows the column in Fig. 4D, wherein its range limiter is ropes, steel cables, or similar items, and the surface of the housing in contact with the spherical component does not protrude.

[0052] Fig. 5A is a cross-sectional view of a column from a system to protect buildings from tsunami impacts caused by earthquakes in its initial state.

[0053] Fig. 5B shows the column of Fig. 5A after the activation command is issued, with the upper telescopic components of the column raised, lifting the chassis to a higher elevation.

[0054] Fig. 5C shows the column of Fig. 5B which is subjected to an upward force, causing the lower telescopic component to move upward.

[0055] Fig. 5D shows the column of Fig. 5C which is subjected to a downward force.

[0056] Fig. 5E shows the column of Fig. 5D after the cessation of upward and downward forces, remaining activated for an adjustable duration.

[0057] Fig. 5F shows the column of Fig. 5E, when it is deactivated and returned to its initial state.

[0058] Fig. 6A is a magnified view of the switch in the column of Fig. 5A.

[0059] Fig. 6B is a magnified view of the switch in the column of Fig. 5B.

[0060] Fig. 6C is a magnified view of the switch in the column of Fig. 5C.

[0061] Fig. 6D is a magnified view of the switch in the column of Fig. 5D.

[0062] Fig. 6E is a magnified view of the switch in the column of Fig. 5D, as it transitions to the state shown in Fig. 5E.

[0063] Fig. 6F is a magnified view of the switch in the column of Fig. 5E.

[0064] Fig. 6G is a magnified view of the switch in the column of Fig. 5E, as it transitions to the state shown in Fig. 5F.

[0065] Fig. 6H is a magnified view of the switch in the column of Fig. 5F.

[0066] Fig. 7A is a cross-sectional view of a column where the largest telescopic component is at the bottom, with the mechanical earthquake neutralization system positioned above the smallest telescopic component, and the electromagnetic system for neutralizing vertical forces is activated.

[0067] Fig. 7B shows the column of Fig. 7A when all of the electromagnets are activated and the building is elevated to a higher position to resist a tsunami or flood.

[0068] Fig. 7C is a cross-sectional view of a column where the largest telescopic component is at the bottom and the earthquake neutralization system is located below it, with the electromagnetic system for neutralizing vertical forces activated.

[0069] Fig. 7D shows the column of Fig. 7C when all of the electromagnets are activated and the building is elevated to a higher position to resist a tsunami or flood.

[0070] Fig. 8A is a cross-sectional view of a column where the smallest telescopic component is at the bottom, and the earthquake neutralization system is placed above the largest telescopic component, with the electromagnetic system for neutralizing vertical forces activated.

[0071] Fig. 8B shows the column of Fig. 8A when all of the electromagnets are activated and the building is elevated to a higher position to resist a tsunami or flood.

[0072] Fig. 8C is a cross-sectional view of a column where the smallest telescopic component is at the bottom and the earthquake neutralization system is positioned below it, with the electromagnetic system for neutralizing vertical forces activated.

[0073] Fig. 8D shows the column of Fig. 8C when all of the electromagnets are activated and the building is elevated to a higher position to resist a tsunami or flood.

[0074] Fig. 9 is a perspective view of a system comprising a plurality of columns shown in Fig. 5A supporting a chassis.

[0075] Fig. 10 is a perspective view of a system comprising a plurality of columns shown in Fig. 5A supporting a chassis, where each column has threads on its external surface and is screwed into a ground plug positioned at a designated location, forming the building's foundation.Description of Embodiments

[0076] The following detailed description is merely exemplary and is not intended to limit the described embodiments or the applications and uses of the described embodiments. The specific embodiments described herein, including those illustrated in the accompanying drawings, are merely exemplary and should notbe considered limiting. Specific dimensions and other physical characteristics are provided for illustrative purposes only, and variations can be implemented without departing from the spirit and scope of the invention.

[0077] The terminology used herein is for the purpose of describing particular embodiments only and is not intended to limit the scope of the invention. As used in the specification and the appended claims, terms in the singular and the singular forms “a,” “an,” and “the” are intended to include the plural forms as well as the singular forms, unless the context clearly indicates otherwise. It will be further understood that the terms “comprises” or “comprising” specify the presence of stated features, steps, operations, elements, components, or combinations thereof, but do not preclude the presence or addition of one or more other features, steps, operations, elements, components, or combinations thereof.

[0078] As used herein, the term "telescoping components" refers to components designed to extend and retract relative to each other, enabling adjustment of length or position. This arrangement typically involves nested sections that move linearly, similar to a telescope or a telescopic crane.

[0079] As used herein, the term "chassis" here refers to the framework or structure responsible for transferring the building's load to the columns.

[0080] General Description of the System:

[0081] The disclosure relates to a system designed to protect buildings from tsunamis caused by earthquakes. However, this system is inherently capable of safeguarding buildings against a range of hazards, including earthquakes, floods, strong winds, and tsunamis caused by non-seismic factors. The system is the result of the combination of three subsystems: 1 ) an electromagnetic system for adjusting building height, 2) an electromagnetic system for neutralizing vertical forces of seismic waves, and 3) a mechanical system for neutralizing the horizontal and downward forces of seismic waves. It is evident that each of these subsystems can be used independently. Additionally, if water enters any of the columns of these three systems or any combination thereof, the system can also withstand molten materials from volcanic eruptions.

[0082] Detailed Description of the System:

[0083] 1 . Electromagnetic Height Adjustment System:

[0084] Fig. 1 A shows an exploded view of an exemplary column, comprising four telescoping components (1 ), with an electromagnet (2) positioned in each telescoping component. Fig. 1 B illustrates the exemplary column from Fig. 1 A, with the components assembled in place.

[0085] Fig. 1 C presents a cross-sectional view of the exemplary column in Fig. 1 B.

[0086] In this exemplary embodiment, the telescoping components feature the exemplary component (3) that functions as a safety brake. This mechanism activates when the electric current is interrupted or disrupted, preventing the sudden collapse of the building and the chassis supported by the columns. This mechanism may not be used, or other types of emergency brakes could be employed instead.

[0087] It is possible that not all telescoping components (1) contain an electromagnet (2), or that more than one electromagnet (2) is placed in a single telescoping component (1). The number of telescoping components (1 ) can also vary and can be selected depending on the requirements or preferences.

[0088] When a plurality of these columns is arranged together, they form a system capable of supporting the chassis of a building, allowing the building to be elevated to a higher position during events such as floods or tsunamis, thereby preventing potential damage. Upon receiving a command to increase height, electric current is supplied to the electromagnets (2) and a repulsive force is generated between them, causing the telescoping components (1) to extend out and increase the height of the column. Conversely, when a command to decrease the height is received, the electric power is reduced, which leads to a decrease in the repulsive force between the electromagnets. This reduction causes the raised telescoping components to move downward, thereby lowering the height of the column. Fig. 1 D shows the column from Fig. 1C when all electromagnets are activated, and the column has reached its maximum height.

[0089] In some embodiments, the system is integrated with a flood or tsunami warning system to automatically issue height adjustment commands. In other embodiments, the system can be controlled manually or by a robot.

[0090] 2. Electromagnetic System for Neutralizing Vertical Forces of Seismic Waves:

[0091] Fig. 2A illustrates an exemplary embodiment of a column with two telescoping components (101 ) and (102), each containing an electromagnet (2). The exemplary switch (4), sensors (103), and sensor data reader (104) are located in the telescoping component (101 ) and are used to manage the electrical current input to the electromagnets (2) through a smart system.

[0092] Fig. 3A shows an enlarged view of the switch (4). The switch (4) includes a channel (6) with holes in its surface to equalize the air pressure between the two telescoping components (101 ) and (102). The movable component (5), causes the opening and closing of circuit (8). Only part of the circuit (8) that is opened or closed by the movable component (5) is illustrated. To increase the speed of the response, a compression spring (7) is placed above the movable component (5), aiding its quick return downward and the closing of the circuit (8) once again. In some embodiments, the switch (4) or the sensors (103) and sensor data reader (104) may be used independently. Additionally, other automatic switches or sensors connected to a smart system may also be employed.

[0093] A plurality of these columns supports the chassis of a building, forming a system capable of neutralizing the vertical forces of seismic waves.

[0094] In some embodiments, the system can is connected to an earthquake early- warning system, so that the system can be activated through its signal.

[0095] Exemplary Operation of the Six-Stage Electromagnetic System for Neutralizing Vertical Forces of Seismic Waves:

[0096] Stage 1 : In the first stage, the switch (4) keeps the circuit (8) closed, but no electrical current flows to the two electromagnets (2) until the system is activated.

[0097] Stage 2: Upon receiving the activation command, the electrical current flows through the switch (4) and into the two electromagnets (2). Due to the repulsive force between the electromagnets, the telescoping component (101 ) moves upward, raising the chassis. Fig. 2B shows the column at the end of this stage, and Fig. 3B illustrates the switch (4) within the column shown in Fig. 2B.

[0098] Stage 3: During upward seismic wave forces, the telescoping component (102) moves upward. As a result of air compression caused by the upward movement of component (102), an upward airflow is generated, pushing the movable component (5) upwards, which causes switch (4) to open and theelectromagnets (2) to deactivate. Through this process, the lower telescoping component (102) moves upward without resistance, ensuring that most of the upward seismic wave force is not transferred to the chassis. Fig. 2C shows the column at the end of this stage, and Fig. 3C illustrates the switch (4) within the column shown in Fig. 2C.

[0099] Stage 4: During downward seismic wave forces, as the telescoping component (102) moves downward, a downward airflow is created that pushes the movable component (5) downward, causing the circuit (8) to close again, and the repulsive force between the electromagnets (2) is restored. Fig. 2D shows the column at the end of this stage, and Fig. 3D illustrates the switch (4) within the column shown in Fig. 2D.

[0100] Stage 5: After the cessation of upward and downward forces from the seismic waves, the columns remain activated for an adjustable duration. Fig. 2E shows the column at the end of this stage, and Fig. 3F illustrates the switch (4) within the column shown in Fig. 2E.

[0101] From stage 4 to stage 5, when the telescoping component (102) moves upward, the switch (4) opens as the movable components (5) move upward due to the upward airflow, and it closes again upon reaching stage 5. Fig. 3E shows the switch (4) transitioning from stage 4 to stage 5.

[0102] Stage 6: Upon receiving a deactivation command, the electrical current gradually decreases, and the column and chassis return to their initial state. Fig. 2F shows the column at the end of this stage, and Fig. 3H illustrates the switch (4) within the column shown in Fig. 2F.

[0103] From stage 5 to stage 6, when the telescoping component (102) moves upward, the switch (4) opens as the movable components (5) move upward due to the upward airflow, and it closes again upon reaching stage 6. Fig. 3G shows the switch (4) transitioning from stage 5 to stage 6.

[0104] Even without the described vertical forces neutralization system, the described electromagnetic height adjustment system can reduce vertical forces to some extent, as the repulsive force between the electromagnets acts as a shock absorber.

[0105] 3- Mechanical System for Neutralizing Horizontal and Downward Forces:

[0106] This system comprises a series of columns supporting a chassis. Fig. 4A illustrates an exploded view, and Fig. 4B illustrates a perspective view of an exemplary column (9) from this system where a spherical component (12) is confined at the top of the column (9), with a portion of it extending out of the column (9), allowing it to rotate in all directions. Additionally, a housing (15) encloses the spherical body and part of the column. A movement range limiter prevents the housing (15) from permanently separating from the spherical component (12). In this configuration, the horizontal and downward forces are neutralized. Even when an upward force strikes beneath one or several columns, raising one side of the chassis, the spherical component (12) moves away from the housing (15) in accordance with the angle formed between the chassis and the ground, preventing the building from collapsing. Conversely, when one or more columns are pulled downward by seismic wave forces, a gap forms between the housing (15) and the spherical component (12) of those columns, maintaining the stability of the chassis.

[0107] A shock absorber, such as a polymer, can be placed between the spherical component and the housing, or between the housing and the chassis, or both, to also absorb upward forces.

[0108] In this exemplary embodiment, the surface of the housing (15) that contacts the spherical body (12) protrudes outward, ensuring that if the housing (15) and spherical body (12) move relative to each other, gravity will return them to their initial position, meaning the center of the housing (15) will be positioned on the spherical component (12). Additionally, other mechanisms, such as placing a tube, spring, or flexible polymers inside the housing (15), can be used to return the center of the housing (15) to the spherical component (12).

[0109] An exemplary embodiment of the movement range limiter, shown in Figs. 4A to 4G, is component (13), which has a hole smaller than the spherical body (12) and is connected to the top of the column (9) where the spherical body (12) is positioned. This connection can be made by welding, or as shown in Figs. 4A to 4G, using bolts or riveting (17) the connecting strap (14). The connecting strap (14) can also connect to the column (9) via threads. Therefore, in this embodiment, the spherical body (12) is confined at the top of column (9) by component (10) and plate (1 1 ) placed inside column (9).

[0110] Another component of the movement range limiter in this embodiment, as shown in Figs. 4A to 4G, is component (10), which overlaps with a portion of the housing (15) and is connected to it. This connection can be made by threading, welding, or as shown in Figs. 4A to 4G, using bolts or riveting (16). The dimensions of components (10) and (13) of the range limiter are designed so that if a force causes the housing (15) to rise relative to the spherical body (12), part (10) of the range limiter will strike part (13), preventing the housing (15) from permanently separating from the spherical body (12) and ensuring the center of the housing (15) returns to the spherical component (12).

[0111] Fig. 4H shows a cross-sectional view of an exemplary embodiment where the movement range limiter is made of ropes, steel cables, or similar items (18), and the housing (19) does not have a protrusion.

[0112] The range limiter can be any mechanism that prevents the permanent separation of the housing from the spherical body and, after vibrations in any direction, always returns the center of the housing to the spherical component, and it is not limited to the specific types mentioned here.

[0113] 4- System to Protect Buildings from Tsunami Impacts Caused by Earthquakes:

[0114] By combining Systems 1 , 2, and 3 mentioned above, we achieve a system that absorbs horizontal and vertical forces in all directions and has the capability to adjust the building’s height.

[0115] Figs. 5A to 5F demonstrate an exemplary column resulting from the combination of the described systems 1 , 2, and 3, in the stages outlined for the electromagnetic system to neutralize vertical forces of seismic waves. Figs. 6A to 6H illustrate the exemplary switch (4) in each stage.

[0116] The system to protect buildings from tsunami impacts caused by earthquakes can be implemented in four configurations:

[0117] In some embodiments as shown in Fig. 7A and Fig. 7B, the largest telescopic component is positioned at the bottom, and the mechanical earthquake neutralization system is located above the smallest telescopic component.

[0118] In some embodiments as shown in Fig. 7C and Fig. 7D, the largest telescopic component is positioned at the bottom, and the mechanical earthquake neutralization system is located below the largest telescopic component.

[0119] In some embodiments as shown in Fig. 8A and Fig. 8B, the smallest telescopic component is positioned at the bottom, and the mechanical earthquake neutralization system is located above the largest telescopic component.

[0120] In some embodiments as shown in Fig. 8C and Fig. 8D, the smallest telescopic component is positioned at the bottom, and the mechanical earthquake neutralization system is located below the smallest telescopic component.

[0121] In some embodiments, to protect the building from damage caused by molten volcanic materials, such as lava, water is supplied into the columns during an eruption. This prevents the column temperature from exceeding the boiling point of water, thereby protecting the columns and the building from melting and destruction.

[0122] In an exemplary embodiment, temperature-sensitive sensors send an alert to the smart system, which then directs stored water from reservoirs into the columns. The exemplary columns in Fig. 8A to Fig. 8D are suggested for this purpose because the higher the electromagnetic coil is above the ground, the better it is protected from the heat of molten volcanic materials.

[0123] Fig. 9 illustrates an exemplary embodiment of a plurality of the column shown in Fig. 5A, supporting the chassis (20).

[0124] An exemplary material for the columns, the spherical component, the housing, and the movement range limiter is galvanized steel; however, they are not limited to this material.

[0125] In some embodiments, the shape of the columns and housings is cylindrical, but they can also be rectangular or any other shape.

[0126] In some embodiments of each system comprising electromagnets, the system further comprises an intelligent stability system that continuously calculates the load on each column and adjusts the electrical current accordingly. This ensuresthat the magnetic force dynamically changes to keep the chassis level at all times. This system also regulates the acceleration and speed of the telescopic components.

[0127] In some embodiments, during strong winds, the system adjusts the electric current supplied to the electromagnets based on the wind-induced load, ensuring that the chassis and the building remain level.

[0128] In some embodiments, a force detection sensor is placed between the column and the chassis to measure loads, including weight and impact forces.

[0129] In some embodiments, the external surface of the columns in the described systems has threads, which allow them to be screwed into a ground plug positioned at a designated location. Fig. 10 shows an exemplary embodiment of columns of the system to protect buildings from tsunami impacts caused by earthquakes screwed in ground plug (21). The ground plug (21 ) has threads or protrusions on its external surface (22) and at least one vertical gap (23) that starts from the bottom and extends upward without reaching the top. The column applies pressure to the internal surface of the ground plug (21 ), causing it to expand and exert force on the surrounding environment, thereby anchoring it into the ground and forming the foundation of the building. External environment can be soil, rock, or any other natural or man-made materials in direct contact with the ground plug.

[0130] In some embodiments, lubrication channels are provided to facilitate the smooth operation of system components.

[0131] Disaster Escape System:

[0132] In some embodiments, the described electromagnetic height adjustment system is capable of detecting large and hazardous objects moving toward the building using electronic vision and a smart detection system. Upon detection, the system activates within the shortest possible time, propelling the building upward to avoid impact with these components. However, there remains the possibility of some impact on ground-floor columns. Such hazards may include falling rocks or out-of-control vehicles.Industrial Applicability

[0133] The system described in the present invention can be applied in the construction of buildings, particularly in areas prone to seismic activities, floods, tsunamis, strong winds, and volcanic molten materials. The ability to adjust building height and neutralize various types of seismic waves makes it highly suitable for new construction projects. This technology can be integrated into residential, commercial, and industrial buildings, enhancing safety and resilience against natural disasters. Furthermore, this system is applicable in sectors such as civil engineering and risk mitigation, where protecting infrastructure from seismic hazards, tsunamis, floods, hurricanes, and volcanic molten materials is a priority.

Claims

Claims

1. 1 . An electromagnetic building height adjustment system, comprising:- a plurality of columns supporting the chassis of a building, each column comprising at least two telescoping components;- electromagnets positioned within at least two telescoping components of each column;- wherein upon receiving a command to increase height, a repulsive force is generated between electromagnets of at least two telescoping components of each column, causing at least one telescoping component to move upward; and- wherein upon receiving a command to decrease height, the electric current supplied to the electromagnets is gradually reduced, causing a reduction in the repulsive force between the electromagnets, and the raised telescoping components move downward, thereby decreasing the height of the columns.

2. 2. An electromagnetic system for neutralizing the vertical forces of seismic waves, comprising:- a plurality of columns supporting the chassis of a building, each column comprising at least two telescoping components;- electromagnets positioned within at least two telescoping components of each column;- wherein upon receiving an activation command, electric current flows into at least two electromagnets within each column, generating a repulsive force between the electromagnets that causes at least one telescoping component of the column to move upward relative to the lower telescoping component or components, thereby raising the chassis to a higher position;- wherein when subjected to upward or downward forces, the electric current supplied to the electromagnets is regulated by a switch or sensors connected to a smart system in a manner that neutralizes all or part of the forces;- wherein after the cessation of upward and downward forces, the system remains activated for an adjustable duration; and- wherein upon receiving a deactivation command, the electric current supplied to the electromagnets is gradually reduced, thereby reducing the repulsive force and returning the columns and chassis to their initial state.

3. 3. A mechanical system for neutralizing the horizontal and downward forces of seismic waves, comprising:- a plurality of columns supporting the chassis of a building;- a spherical component confined at one end of each column, wherein a portion of the spherical component extends outward from the column and is capable of rotational movement in all directions;- a housing that encloses the spherical component and a portion of the column, wherein the surface of the housing in contact with the spherical component is capable of moving over the spherical component in all horizontal directions; and- a movement range limiter that prevents the housing from permanently separating from the spherical component.

4. A system for adjusting building height, with the capability to neutralize various types of seismic waves, comprising:- a plurality of columns supporting the chassis of a building, each column comprising at least two telescoping components;- electromagnets positioned within at least two telescoping components of each column;- a spherical component confined at one end of each column, wherein a portion of the spherical component extends outward from the column and is capable of rotational movement in all directions;- a housing that encloses the spherical component and a portion of the column, wherein the surface of the housing in contact with the spherical component is capable of moving over the spherical component in all horizontal directions;- a movement range limiter that prevents the housing from permanently separating from the spherical component;- wherein upon receiving a command to increase height, a repulsive force is generated between electromagnets of at least two telescoping components of each column, causing at least one telescoping component to move upward;- wherein upon receiving a command to decrease height, the electric current supplied to the electromagnets is gradually reduced, causing a reduction in the repulsive force between the electromagnets, and the raised telescoping components move downward, thereby decreasing the height of the columns;- wherein upon receiving a command to activate the electromagnetic system for neutralizing the vertical forces of seismic waves, electric current flows into at least two electromagnets within each column, generating a repulsive force between the electromagnets that causes at least one telescoping component of the column to move upward relative to the lower telescoping component or components, thereby raising the chassis to a higher position;- wherein when subjected to upward or downward forces, the electric current supplied to the electromagnets is regulated by a switch or sensors connected to a smart system in a manner that neutralizes all or part of the forces;- wherein after the cessation of upward and downward forces, the electromagnetic system for neutralizing the vertical forces of seismic waves remains activated for an adjustable duration; and- wherein upon receiving a command to deactivate the electromagnetic system for neutralizing the vertical forces of seismic waves, the electric current supplied to the electromagnets is gradually reduced, thereby reducing the repulsive force and returning the columns and chassis to their initial state.

5. The system as in any of Claims 3 or 4, wherein the surface of the housing in contact with the spherical component protrudes outward, such that afterany displacement, the center of the housing comes into contact with the spherical component again.

6. The system as in any of Claims 1 , 2, or 4, further comprising a safety brake for the telescoping components.

7. The system as in any of Claims 1 , 2 or 4, further comprising an intelligent stability system configured to continuously calculate the load applied to each column and adjust the magnetic repulsive force by varying the electric current, thereby maintaining the chassis in a level position, and wherein the system is also configured to regulate the acceleration and speed of the telescoping components of each column.

8. The system as in any of Claims 1-4, wherein water is supplied to the columns to counteract the effects of molten volcanic materials.

9. The system as in any of Claims 1-4, wherein each column further comprises threads on its external surface and is screwed into a ground plug placed at a designated position, the ground plug having threads or protrusions on its external surface and at least one vertical gap starting from the bottom end and extending upward without reaching the top end, and wherein the application of pressure by the column on the inner surface of the ground plug causes the ground plug to expand and exert pressure on the external environment, thereby creating a foundation for the building.

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