A construction system comprising ground plugs, columns having threads, and load-bearing column-walls and floors

Abstract

The disclosure relates to a construction system comprising: a foundation comprising at least one ground plug and a column having threads screwed into each ground plug; a plurality of load-bearing column-walls that join together and serve multiple functions; and load-bearing floors connected to the load-bearing column-walls. A chassis is mounted on at least one column having threads. All of the load-bearing column-walls are connected to the chassis at their bottom and joined together, or some of the load-bearing column-walls are connected to the chassis at their bottom and joined together, and others are joined to those connected to the chassis. The individual components of the construction system, including the foundation, load-bearing column-walls, and load-bearing floors, are designed with inherent versatility and can be used in various structures. However, when combined in this construction system, they offer a particularly efficient and versatile approach to construction.

Description

A Construction System Comprising Ground Plugs, Columns Having Threads, and Load-Bearing Column-Walls and Floors

[0001] The present invention relates to civil engineering, and more particularly to a construction system comprising ground plugs, columns having threads, and load-bearing column-walls and floors.

[0002] Traditional construction methods for multistory buildings primarily rely on using concrete and masonry materials combined with steel. However, the inherent difference in stiffness between these materials leads to compatibility issues and structural instability, especially during seismic events. The flexibility of steel and the rigidity of concrete and masonry materials cause undesirable interactions, resulting in structural damage and collapse.

[0003] Additionally, steel and concrete frame buildings have been constructed using the frame and infill method, where non-structural walls are placed between steel or concrete frames. These infill walls, affect the overall structural behavior of the building, especially under dynamic loads such as earthquakes. The interaction between the frame and infill walls is complex and difficult to precisely calculate, leading to challenges in designing earthquake-resistant structures. In many cases, the presence of infill walls exacerbates torsional forces during seismic events, compromising the integrity of the building.

[0004] Alternative systems such as Light Steel Frame (LSF) and Cold Formed Steel (CFS) construction have been developed to address some of these challenges, but major limitations persist. LSF and CFS systems utilize lightweight steel sections assembled in a modular manner to form the building’s structure. However, these systems have limitations in their application for high-rise and even some mid-rise buildings. Moreover, the assembly process for these systems can be complex and time-consuming, limiting their efficiency and cost-effectiveness.

[0005] In existing modular buildings, the interruption of columns on each story necessitates excessive connections and steel consumption. Nevertheless, the interrupted column never achieves the resistance of an integrated column. For this reason, constructing high-rise and even some mid-rise buildings is impossible with these modular systems. Additionally, separating the floor beams of each story from the ceiling beams of the story below disrupts beam integrity, further increasing steel usage. This could be avoided by combining them, resulting in less steel usage.

[0006] Additionally, foundations in traditional construction require extensive excavation and use tons of concrete and steel, which is both resource-intensive and environmentally detrimental. Ground screw foundations have been introduced as an alternative; however, due to weaknesses in their design, they are limited to only supporting solar panels and lightweight one-story buildings, and inappropriate for multistory buildings.

[0007] Therefore, there is a need for a more efficient, versatile, and rapid construction system that integrates multiple functions into fewer components and does not have limitations for high-rise and mid-rise buildings.

[0008] Unity is the fundamental law of nature, and achieving complete success depends on a thorough understanding of all the potentials of a system’s components and establishing unity among them. In this invention, the walls are designed to function as lightweight load-bearing columns. When combined with load-bearing floors, they form an integrated and robust structure. The integration and lightness of the structure have led to the invention of a foundation that, by utilizing the bearing capacity of soil and its compaction, establishes building stability with less cost and time.

[0009] The disclosure relates to a construction system comprising: a foundation comprising at least one ground plug and a column having threads that is screwed into each ground plug; a plurality of load-bearing column-walls that join together and serve multiple functions; and load-bearing floors connected to the load-bearing column-walls. A chassis is mounted on at least one column having threads. All of the load-bearing column-walls are connected to the chassis at their bottom and joined together, or some of the load-bearing column-walls are connected to the chassis at their bottom and joined together, and other column-walls are joined to those connected to the chassis.

[0010] The individual components of the construction system, including the foundation, load-bearing column-walls, and load-bearing floors, are designed with inherent versatility and can be used in various structures. However, when combined in this construction system, they offer a particularly efficient and versatile approach to construction.

[0011] The foundation comprises at least one ground plug, having threads or protrusions on its external surface, and at least two vertical gaps starting from the bottom end and extending upward, without reaching the top end. All or part of each ground plug is placed under the ground. A column having threads is screwed into each ground plug, and by applying pressure to the inner surface of the ground plug, causes the ground plug to expand and exert pressure on the external environment.

[0012] In some embodiments, the foundation further comprises a shock absorber on top of at least one column having threads.

[0013] The plurality of load-bearing column-walls join together and serve multiple functions, including functions as columns, walls, and braces. All of the load-bearing column-walls are connected to a chassis or foundation at their bottom, or some of the load-bearing column-walls are connected to a chassis or foundation at their bottom and other column-walls are joined to those connected to the chassis or foundation.

[0014] In some embodiments, a load-bearing column-wall comprises two outer parts, each comprising at least one layer with a structural function, and a middle part affixed to the two outer parts.

[0015] In some embodiments, the middle part of a load-bearing column-wall is selected from the group consisting of profiled sheets, zigzag sheets, trapezoidal sheets, flat sheets, meshes, and combinations thereof.

[0016] In some embodiments, at least one outer part of a load-bearing column-wall further comprises at least one layer without structural function.

[0017] The load-bearing floor, independently or by joining to other load-bearing floors, separates two stories or creates a roof.

[0018] In some embodiments, the load-bearing floor comprises two outer parts, each comprising at least one layer, and a middle part affixed to the two outer parts. The middle part is selected from the group consisting of profiled sheets, zigzag sheets, trapezoidal sheets, flat sheets, meshes, and combinations thereof.

[0019] In some embodiments, the middle part of the load-bearing floor forms two types of channels: interconnected ceiling channels and interconnected floor channels, and by circulating air whose temperature is adjusted by a heater or cooler, through the ceiling channels or floor channels, the temperature of the interior space is regulated.

[0020] In some embodiments, the load-bearing floor further comprises a strap wider than the load-bearing floor. The load-bearing floor is connected to a load-bearing column-wall via the strap. Also, insulation can be placed between the load-bearing floor and the column-wall.

[0021] In another embodiment, the load-bearing floor is placed on load-bearing column-walls, and affixed to the load-bearing column-walls via angle bars, and independently or by joining to other load-bearing floors creates the roof.

[0022] The main technical problems associated with traditional construction methods and existing modular systems include:

[0023] Incompatibility of Steel and Concrete: The difference in flexibility between steel and concrete, as well as masonry materials, leads to structural issues and instability.

[0024] Excessive Building Weight: Traditional methods result in heavy structures, complicating construction logistics and foundation requirements.

[0025] Unwanted Infill Effects on Frame: Infill walls in steel and concrete frame constructions can cause unwanted torsional effects during seismic events, making structural calculations inaccurate and compromising safety.

[0026] Limitations of Modular Systems: Existing modular systems like LSF, CFS, and panelized construction are inadequate for high-rise and some mid-rise buildings, for instance in terms of structural integrity and assembly efficiency.

[0027] Foundation Limitations and Inefficiencies: Conventional foundation types require extensive excavation work and use tons of concrete and steel. Ground screw foundations are limited in their applicability to only lightweight one-story buildings and are unsuitable for multistory buildings.

[0028] To solve these problems, the proposed construction system introduces several key components:

[0029] Foundation: Utilization of ground plugs with columns having threads ensures stability by exerting two-step pressure on the external environment: first, upon inserting the ground plug into the intended place, and second, upon expansion of the ground plug when a column having threads is screwed into it. This method provides a robust foundation capable of supporting various types of structures, without the need for excavation and concrete as required by traditional foundations. Additionally, the integration of shock absorbers, in an optional embodiment, further enhances seismic resistance.

[0030] Load-Bearing Column-Walls: The load-bearing column-walls join together and serve multiple functions, including functions as columns, walls, and braces. This significantly improves structural integrity and reduces the overall building weight compared to traditional methods. They are securely connected to a chassis or foundation. Furthermore, the column-walls can be configured in different arrangements and designs, making them adaptable to various structures.

[0031] Load-Bearing Floors: Designed to separate stories and form the roof, these floors can incorporate channels for temperature regulation and utility routing. They are attached to load-bearing column-walls using robust connection methods such as straps or angle bars, contributing to the overall stability and functionality of the construction system.

[0032] The benefits of adopting this construction system include:

[0033] Weight Reduction: This construction system results in lighter buildings and reduces material usage, while enhancing overall structural stability.

[0034] Predictable and Calculable Structural Behavior: Elimination of unpredictable infill effects improves structural reliability, particularly under dynamic loads such as earthquakes, ensuring safer buildings.

[0035] Scalability: The system’s versatility makes it suitable for a wide range of structure types, including high-rise and mid-rise buildings, offering flexibility in design and construction.

[0036] Foundation Flexibility: The system’s innovative foundation design adapts to various soil conditions and building requirements, increasing construction adaptability and reliability.

[0037] Integrity and Efficiency: The joining of the load-bearing column-walls leads to substantial stability for the structure since they are integrated and function as a whole. Additionally, the efficient assembly process reduces on-site work, construction time, labor costs, and accident risks promoting overall project efficiency.

[0038] No Need for Beams in Stories: The load-bearing column-walls serve multiple functions, including functions as columns, walls, and braces. This eliminates the need for beams and interruptions in the walls and columns on each story, except for chassis, simplifying construction and enhancing design flexibility, along with structural integrity and stability.

[0039] Environmental Benefits: By eliminating or minimizing the need for excavation for foundations and minimizing the use of concrete and masonry materials, this construction system conserves soil and decreases the environmental impact of construction.

[0040] Possibility to Disassemble and Relocation: The components of this construction system can be disassembled and reassembled in a different location, allowing for the relocation of the entire structure.

[0041] 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:Fig.1

[0042] illustrates an exemplary embodiment of a ground plug and an exemplary embodiment of a column having threads. It also shows an exemplary embodiment of the situation where the column having threads is screwed into the ground plug, and an exemplary embodiment of a foundation made by using ground plugs and columns having threads.Fig.2

[0043] illustrates exemplary embodiments of load-bearing column-walls from different views.Fig.3

[0044] illustrates exemplary embodiments of load-bearing floors.Fig.4

[0045] illustrates an exemplary embodiment of a building under construction, comprising ground plugs and columns having threads for the foundation, and a plurality of load-bearing column-walls connected to a chassis and joined together to serve multiple functions including functions as walls, columns, and braces.Fig.5

[0046] illustrates an exemplary embodiment of the completed building shown under construction in, using load-bearing floors to separate stories and form the roof.

[0047] 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 not be 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.

[0048] 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.

[0049] As used herein, the term “story” and its plural form “stories” may have different equivalents in different countries and cultures, such as “storey” or “level,” and are not intended to limit the scope of the invention.

[0050] As used herein, the term “chassis” refers to the framework that supports and connects the load-bearing column-walls to the foundation, and is not intended to limit the scope of the invention.

[0051] As used herein, the term “structural function” refers to serving a load-bearing function. Conversely, the term “non-structural function” refers to not serving a load-bearing function.

[0052] Unity is the fundamental law of nature, and achieving complete success depends on a thorough understanding of all the potentials of a system’s components and establishing unity among them. In this invention, the walls are designed to function as lightweight load-bearing columns. When combined with load-bearing floors, they form an integrated and robust structure. The integration and lightness of the structure have led to the invention of a foundation that, by utilizing the bearing capacity of soil and its compaction, establishes building stability with less cost and time.

[0053] The disclosure relates to a construction system comprising: a foundation comprising at least one ground plug and a column having threads screwed into each ground plug; a plurality of load-bearing column-walls that join together and serve multiple functions; and load-bearing floors connected to the load-bearing column-walls. A chassis is mounted on at least one column having threads. All of the load-bearing column-walls are connected to the chassis at their bottom and joined together, or some of the load-bearing column-walls are connected to the chassis at their bottom and joined together, and other column-walls are joined to those connected to the chassis.

[0054] The individual components of the construction system, including the foundation, load-bearing column-walls, and load-bearing floors, are designed with inherent versatility and can be used in various structures. However, when combined in this construction system, they offer a particularly efficient and versatile approach to construction.

[0055] illustrates an exemplary embodiment of a ground plug (1) having threads on its external surface (2) and two vertical gaps (3) starting from the bottom end and extending upward, without reaching the top end.

[0056] In some embodiments, the external surface of the ground plug has protrusions instead of threads, which may be more convenient in manufacturing. It can also have more than two vertical gaps in various arrangements. This design provides flexibility for adapting the ground plug to different structures.

[0057] also illustrates an exemplary embodiment of a column having threads (4), and an exemplary embodiment of the situation (5) wherein the column having threads (4) is screwed into the ground plug (1), causing the ground plug (1) to expand via its vertical gaps (3). This expansion exerts significant pressure on the external environment, contributing to substantial stability for the structure. The external environment is usually soil but may be rocks or any other environment depending on the ground where the structure is constructed.

[0058] The inner surface of the ground plug (1) varies. In some exemplary embodiments, where the material of the ground plug (1) is polymer, plastic, or similar materials, the inner surface is initially flat. When a column having threads is screwed into it, the pressure exerted by the column’s threads creates threads on the inner surface of the ground plug (1). In some other exemplary embodiments, where the material of the ground plug (1) is steel or similar materials, the inner surface initially has threads matching those of the column (4), as it is generally not possible for steel to behave like plastic and polymer.

[0059] Depending on the structure, all or part of each ground plug is placed under the ground. This is generally true for each column having threads as well. The implementation method depends on various factors such as the specific structure, ground conditions, and available technology, and is not limited to any specific method. For example, If the ground plug has threads on its external surface, it can be screwed into the intended place by a machine. If it has simply some protrusions on its external surface, it can be driven into the intended place through vertical pressure applied by a machine. In any case, when the ground plug enters the ground, the threads or protrusions exert pressure on the external environment, and when the column having threads is screwed into the ground plug and expands it, the pressure exerted on the external environment significantly increases, providing substantial stability for the structure. For example, if the external environment is soil, the two-step pressure compacts the soil, enabling the utilization of its lateral resistance and thereby improving the stability of the structure.

[0060] also illustrates an exemplary embodiment of a foundation (6) using multiple ground plugs (1) and columns having threads (4).

[0061] The dimensions and number of the ground plugs and columns having threads are determined based on the structure in which they are used. The structure may require only one ground plug and one column having threads, or multiple of them to achieve optimal results.

[0062] The ground plug can be made from various materials suitable for its function, such as steel, polymer, or plastic. Similarly, the column having threads can be made from steel or other suitable materials.

[0063] In some embodiments, which are not illustrated in figures, the foundation (6) further comprises a shock absorber on top of at least one column having threads, to enhance the seismic resistance of the structure. The selection of which columns will further comprise a shock absorber and the type of shock absorber to use depends on factors such as the specific structure, engineering calculations, and available technology.

[0064] illustrates exemplary embodiments of load-bearing column-walls from different views. A plurality of load-bearing column-walls when joined together, serve multiple functions including functions as columns, walls, and braces. All of the load-bearing column-walls are connected to a chassis or foundation at their bottom and joined together, or some of the load-bearing column-walls are connected to a chassis or foundation at their bottom and joined together, and other column-walls are joined to those connected to the chassis or foundation. More details about the plurality of load-bearing column-walls are described inand.

[0065] In some embodiments, a load-bearing column-wall comprises two outer parts, each outer part comprising at least one layer with a structural function, and a middle part affixed to the two outer parts. The middle part varies; in some embodiments, it is selected from the group consisting of profiled sheets, zigzag sheets, trapezoidal sheets, flat sheets, meshes, and combinations thereof.

[0066] Column-wall (7) is an exemplary embodiment of a load-bearing column-wall comprising two outer parts, each comprising one structural layer (8), and a middle part that is a trapezoidal sheet (9), affixed to the two outer parts (8). The trapezoidal sheet (9), has a width sufficient to be affixed to the outer parts (8) by a fastener on contact surfaces with the outer parts (8). The fastener can be screw, rivet, adhesive, welding, or combinations thereof, however, it is not limited to these examples. Column-wall (7) is an example of a column-wall with high load-bearing capacity due to the form of its middle part.

[0067] Column-wall (10) is an exemplary embodiment of a load-bearing column-wall with a designated location (11) for connecting the story separator member. Column-wall (12) is similar to column-wall (10), but further comprises exemplary insulation (13) on the designated location for connecting the story separator member (11), which for example can be thermal or sound insulation. Both exemplary column-walls (10) and (12) share similar outer and middle parts with the previously described exemplary column-wall (7).

[0068] Column-wall (14) is an exemplary embodiment of a load-bearing column-wall comprising two outer parts, each outer part comprising one structural layer, a middle part comprising multiple flat sheets (15), and exemplary insulation (16) between the flat sheets (15) and the outer parts.

[0069] In some exemplary embodiments, the middle part of the load-bearing column-wall is a reinforcing mesh shaped like the trapezoidal sheet (9), and a material, which can be concrete, is poured into the load-bearing column-wall. This column-wall may be used in stories near the ground and in important spaces to provide security against threats and dangers. It may also be used to enhance the stability of the structure against overturning forces such as earthquakes, strong winds, and floods.

[0070] In some embodiments, at least one outer part of a load-bearing column-wall further comprises at least one layer without structural function. It can for example be a finishing or insulation layer.

[0071] The load-bearing column-walls may have various designs, dimensions, and materials. An exemplary material for providing the load-bearing function is steel, however, it is not limited to this material.

[0072] In some embodiments, including the exemplary column-walls shown in, the load-bearing column-walls have internal channels. These channels, for example, can be used for routing utilities such as electrical wiring, plumbing pipes, or data cables, or transferring unwanted gases from stories to the outside. The channels can span the entire height of the building without being interrupted, even in embodiments where some column-walls are placed on top of each other, which enhances their suitability for the said purposes.

[0073] illustrates exemplary embodiments of load-bearing floors. A load-bearing floor, can independently or by joining to other load-bearing floors separate two stories, or create a roof. The load-bearing floor comprises: two outer parts, each comprising at least one layer; and a middle part affixed to the two outer parts, the middle part selected from the group consisting of profiled sheets, zigzag sheets, trapezoidal sheets, flat sheets, meshes, and combinations thereof.

[0074] Floor (17), is an exemplary embodiment of a load-bearing floor comprising two outer parts, each comprising one structural layer (18), and a middle part that is a trapezoidal sheet (19), affixed to the two outer parts (18). The trapezoidal sheet (19), has a width sufficient to be affixed to the outer parts (18) by a fastener on contact surfaces with the outer parts (18). The fastener can be a screw, rivet, adhesive, welding, or combinations thereof, however, it is not limited to these examples.

[0075] In some embodiments, the middle part forms two types of channels: interconnected ceiling channels and interconnected floor channels. Floor (20) is an exemplary embodiment of a load-bearing floor that enables the regulation of interior temperature by circulating air, whose temperature is adjusted by a heater or cooler, through the ceiling channels or floor channels, or both. Arrow (21) indicates an exemplary entry point of warm air from an exemplary heater (23) into the floor channels, and arrow (22) indicates its exemplary exit point from the floor channels back to the heater (23). Other arrows on the load-bearing floor (20) illustrate the exemplary path of warm air through the floor channels. Cold air can be similarly circulated in ceiling channels. In some embodiments, a single device functions as both a heater and a cooler.

[0076] Floor (24), is an exemplary embodiment of a load-bearing floor that further comprises an insulation (25), and a strap (26) wider than the floor (24). The floor (24) is connected to a load-bearing column-wall via the strap (26). It further comprises exemplary fasteners (27), to affix the strap (26) to a load-bearing column-wall. The fasteners can be screws or rivets, however, are not limited to any type. Insulation can be placed between the floor (24) and the load-bearing column-wall. Preferably, the insulation is flexible to accommodate the expansion and contraction of the floor. In an exemplary embodiment, the material of the strap (26) is steel.

[0077] The load-bearing floor can have various designs, dimensions and materials. However, an exemplary material is steel, which is suitable for the load-bearing function.

[0078] In some embodiments, at least one outer part further comprises a finishing or insulation layer.

[0079] In some embodiments, the floor has internal channels, which for example can be used for routing utilities such as electrical wiring, plumbing pipes, or data cables. The floors of, are exemplary embodiments that have internal channels and can be used for these purposes.

[0080] In another embodiment, which is not illustrated in the drawings, the load-bearing floor is placed on load-bearing column-walls and affixed to the load-bearing column-walls by angle bars, and independently or by joining to other load-bearing floors creates the roof of the structure.

[0081] The load-bearing floors, including floors (17), (20), and (24), may also be used for non-load-bearing functions. However, floors (17), (20), and (24) are examples of floors with high load-bearing capacity due to the form of their middle part.

[0082] illustrates an exemplary embodiment of a building (28) under construction comprising: the foundation (6), a chassis (29) mounted on top of columns having threads (4), and a plurality of load-bearing column-walls (7) that are connected to the chassis (29) and joined together.

[0083] illustrates an exemplary embodiment of the completed building (30) shown under construction in, using floors (24) to separate stories and form the roof. In this exemplary building, balconies are also made of floors (24). As previously mentioned and shown in the figures, the column-walls and floors are versatile and adaptable to various architectural designs.

[0084] In an exemplary embodiment, the chassis (29) is made of connected beams, which can be rectangular or square hollow sections, or other profiles such as H or I-beam. These profiles can be made of steel, but are not limited to this material.

[0085] The load-bearing column-walls (7), have channels spanning from the chassis (29) to the top of the building that can be used to route utilities such as electrical wiring, plumbing pipes, or data cables, or transfer unwanted gases from stories to the outside. An exemplary cover (31) is placed over the channels, to prevent the entrance of external objects. The cover may include an exhaust vent (32) to allow unwanted gases to exit.

[0086] Building (30) is an exemplary embodiment of a building made by the construction system comprising: a foundation, comprising at least one ground plug, having threads or protrusions on its external surface, and at least two vertical gaps starting from the bottom end and extending upward, without reaching the top end, wherein all or part of each ground plug is placed under the ground, and a column having threads is screwed into each ground plug, and by applying pressure to the inner surface of the ground plug, causes the ground plug to expand and exert pressure on the external environment; a chassis mounted on at least one column having threads; a plurality of load-bearing column-walls that all of them are connected to the chassis at their bottom and joined together, or some of them are connected to the chassis at their bottom and joined together, and other column-walls are joined to those connected to the chassis; and load-bearing floors connected to the load-bearing column-walls.

[0087] The construction system is not limited to the exemplary embodiments of the ground plug, the column having threads, chassis, load-bearing column-walls, and load-bearing floors described here. Their design, arrangement, material, and dimensions vary based on factors including the specific structure, engineering calculations, and available technology.

[0088] In this construction system, there is no need for beams or interrupting columns and walls on each story, except for the chassis, which is made of connected beams. Additionally, the need for concrete and masonry materials is eliminated; however, they may be used occasionally for specific purposes, mostly based on preference. The load-bearing column-walls perform multiple functions, including functions as columns, walls, and braces. In some embodiments of this construction system, all walls can simultaneously function as columns and braces.

[0089] The joining of the load-bearing column-walls leads to substantial stability for the structure since they are integrated and function as a whole. The type of their joining varies and can be interlocking joint, rivet, welding, or combinations thereof, however is not limited to any of them. Also, in some embodiments, depending on the type of their joining, for example interlocking joint, the load-bearing column-walls can be disassembled and then reassembled in another place, allowing for the relocation of the structure.

[0090] Most of this construction system’s processes can be completed in factories, enabling rapid assembly with minimal on-site work.

[0091] In an optional embodiment, the load-bearing column-walls are manufactured to the maximum height possible for maximum structural integrity. In this approach, for buildings that are not too high, primarily low-rise and mid-rise buildings, the height of the load-bearing column-walls is equal to or close to the building’s total height. However, due to limitations, including those in manufacturing, transportation, installation, and available technology, it is generally not possible for high-rise and even some mid-rise buildings. In these situations, some of the column-walls are connected to a chassis or foundation at their bottom and joined together, and other column-walls are joined to those connected to the chassis or foundation. The arrangement of the column-walls depends on factors including the specific structure and engineering calculations. It is anticipated that these limitations will diminish over time.

[0092] In some embodiments, the foundation further comprises a shock absorber between at least one column having threads and the chassis, to improve the seismic resistance of the structure. The selection of which columns having threads will further comprise a shock absorber and the type of shock absorber to use depends on factors such as the specific structure, engineering calculations, and available technology.

[0093] This construction system has extensive applications in the construction industry, including high-rise and mid-rise buildings. The use of ground plugs and columns having threads for the foundation, combined with load-bearing column-walls and floors, reduces material consumption and building weight, enhances structural integrity and stability, and increases assembly speed and efficiency. Additionally, the components are inherently versatile, allowing adaptation to various building requirements. These features make the system highly suitable for various construction projects, including residential, commercial, and office buildings.

Claims

1. A foundation, comprising:– at least one ground plug, having threads or protrusions on its external surface, and at least two vertical gaps starting from the bottom end and extending upward, without reaching the top end, wherein all or part of each ground plug is placed under the ground; and– a column having threads that is screwed into each ground plug, and by applying pressure to the inner surface of the ground plug causes the ground plug to expand and exert pressure on the external environment.

2. The foundation of Claim 1, further comprising a shock absorber on top of at least one column having threads.

3. A plurality of load-bearing column-walls that join together and serve multiple functions, including functions as columns, walls, and braces, wherein:– all of the load-bearing column-walls are connected to a chassis or foundation at their bottom; or– some of the load-bearing column-walls are connected to a chassis or foundation at their bottom and other load-bearing column-walls are joined to those load-bearing column-walls that are connected to the chassis or foundation.

4. A plurality of load-bearing column-walls that join together and serve multiple functions, including functions as columns, walls, and braces, each load-bearing column-wall comprising:– two outer parts, each comprising at least one layer with a structural function;– a middle part, affixed to the two outer parts; and– wherein either all of the load-bearing column-walls are connected to a chassis or foundation at their bottom, or some of the load-bearing column-walls are connected to a chassis or foundation at their bottom and other load-bearing column-walls are joined to those load-bearing column-walls that are connected to the chassis or foundation.

5. The plurality of load-bearing column-walls as in Claim 4, wherein the middle part of at least one load-bearing column-wall is selected from the group consisting of profiled sheets, zigzag sheets, trapezoidal sheets, flat sheets, meshes, and combinations thereof.

6. The plurality of load-bearing column-walls as in Claim 4, wherein the middle part of at least one load-bearing column-wall is a reinforcing mesh, and a material is poured into the load-bearing column-wall.

7. The plurality of load-bearing column-walls as in any of Claims 4-6, wherein at least one outer part of at least one load-bearing column-wall further comprises at least one layer without a structural function.

8. A load-bearing floor, which independently or by joining to other load-bearing floors, separates two stories or creates a roof, the load-bearing floor comprising:– two outer parts, each comprising at least one layer with a structural function; and– a middle part affixed to the two outer parts, the middle part selected from the group consisting of profiled sheets, zigzag sheets, trapezoidal sheets, flat sheets, meshes, and combinations thereof.

9. The load-bearing floor as in Claim 8, wherein the middle part forms two types of channels: interconnected ceiling channels and interconnected floor channels, and by circulating air whose temperature is adjusted by a heater or cooler, through the ceiling channels or floor channels, the temperature of the interior space is regulated.

10. The load-bearing floor as in any of Claims 8 or 9, further comprising a strap wider than the load-bearing floor, wherein the load-bearing floor is connected to a load-bearing column-wall via the strap, and insulation can be placed between the load-bearing floor and the load-bearing column-wall.

11. The load-bearing floor as in any of Claims 8 or 9, wherein the load-bearing floor is placed on load-bearing column-walls, and affixed to the load-bearing column-walls via angle bars, and independently or by joining to other load-bearing floors creates the roof.

12. A construction system, comprising:– a foundation, comprising: at least one ground plug, having threads or protrusions on its external surface, and at least two vertical gaps starting from the bottom end and extending upward, without reaching the top end, wherein all or part of each ground plug is placed under the ground; and a column having threads, that is screwed into each ground plug, and by applying pressure to the inner surface of the ground plug causes the ground plug to expand and exert pressure on the external environment;– a chassis mounted on at least one column having threads;– a plurality of load-bearing column-walls, wherein: all of the load-bearing column-walls are connected to the chassis at their bottom and joined together; or some of the load-bearing column-walls are connected to the chassis at their bottom and joined together, and other load-bearing column-walls are joined to those load-bearing column-walls connected to the chassis; and– load-bearing floors connected to the load-bearing column-walls.

13. The construction system as in Claim 12, wherein at least one load-bearing column-wall comprises:– two outer parts, each comprising at least one layer with a structural function; and– a middle part affixed to the two outer parts.

14. The construction system as in Claim 12, wherein at least one load-bearing floor comprises:– two outer parts, each comprising at least one layer; and– a middle part affixed to the two outer parts.

15. The construction system as in any of Claims 12-14, further comprising a shock absorber between at least one column having threads and the chassis.

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