Structural column and building

Abstract

The application relates to the technical field of building engineering, in particular to a structural column and a building. The structural column comprises a structural column body and a supporting structure, and the structural column body has a cavity. The supporting structure is embedded in the structural column body, and the cavity is located in a region surrounded by the supporting structure. The structural column and the building provided by the application can ensure the bearing capacity of the structural column, reduce the weight of the structural column, reduce the inertial force of the structural column, and thus reduce the earthquake effect.

Description

Technical Field

[0001] This application relates to the field of building engineering technology, and in particular to a structural column and a building. Background Technology

[0002] Structural columns of buildings include reinforced concrete columns and steel-concrete composite columns. Steel-concrete composite columns consist of a steel frame (such as H-beams or cross-beams) and reinforced concrete wrapped around the steel frame. Steel-concrete composite columns have good load-bearing capacity and are widely used in high-rise and super high-rise buildings or large-span stadiums.

[0003] However, existing steel-concrete composite columns are relatively heavy, resulting in a greater seismic effect. Utility Model Content

[0004] This application provides a structural column and a building that, while ensuring the load-bearing capacity of the structural column, reduces the weight of the structural column and decreases the inertial force of the structural column, thereby reducing the seismic effect.

[0005] In a first aspect, this application provides a structural column, comprising: a structural column body and a supporting structure, wherein the structural column body has a cavity.

[0006] The supporting structure is embedded in the structural column body, and the cavity is located within the area enclosed by the supporting structure.

[0007] In one possible implementation, the structural column provided in this application has a cavity that penetrates the structural column body.

[0008] In one possible implementation, the structural column provided in this application has a cavity with a rectangular, circular, or elliptical cross-section.

[0009] In one possible implementation, the structural column provided in this application has a supporting structure including a plurality of first supporting components and a plurality of connecting components, with each first supporting component being spaced apart and embedded in the structural column body.

[0010] Each connecting component is connected to two adjacent first support components to form a support ring together with the first support components.

[0011] In one possible implementation, the structural column provided in this application includes a first support component comprising a first support member and a second support member disposed on one side of the first support member.

[0012] The first support member of one of the two adjacent first support components is connected to the first end of the connecting component, and the second support member of the other of the two adjacent first support components is connected to the second end of the connecting component.

[0013] In one possible implementation, the structural column provided in this application has a first support member and a second support member that are perpendicular to each other.

[0014] In one possible implementation, the structural column provided in this application has a first support component whose extension direction is consistent with the extension direction of the structural column body.

[0015] In one possible implementation, the end of the first support component of the structural column provided in this application is flush with the end of the structural column body.

[0016] In one possible implementation, the structural column provided in this application has a first support component with a plurality of first connectors, which are used to connect the first support component and the structural column body.

[0017] In one possible implementation, the structural column provided in this application has a first connector located on the side of the first support assembly facing away from the cavity.

[0018] In one possible implementation, the structural column provided in this application has a first connecting member that is a stud or an angle steel.

[0019] In one possible implementation, the structural column provided in this application includes a plurality of second connectors in the connecting assembly, with each second connector being arranged sequentially at intervals along the extension direction of the first support assembly.

[0020] In one possible implementation, the structural column provided in this application has each second connector evenly spaced.

[0021] In one possible implementation, the structural column provided in this application has a second connecting member that is a steel bar or a steel plate.

[0022] In one possible implementation, the structural column provided in this application further includes at least one third connector, which is sequentially connected to each of the second connectors on the same first support component.

[0023] In one possible implementation, the structural column provided in this application has a second support component embedded in the column body, the second support component including a plurality of third support members and at least one fourth connector.

[0024] The third support members are spaced apart, and the fourth connector connects each third support member. The support structure is located within the area enclosed by the third support members and the fourth connector.

[0025] Secondly, this application also provides a building, including a building body and any of the structural columns provided in the first aspect above, disposed on the building body.

[0026] This application provides a structural column and a building. The structural column comprises a column body and a supporting structure. The column body has a cavity, which reduces material usage and thus lightens the weight of the column body. The supporting structure is embedded within the column body, and the cavity is located within the area enclosed by the supporting structure. The supporting structure can restrain the axial deformation of the column body, ensuring the load-bearing capacity of the column body. Therefore, the structural column and building provided by this application, while ensuring the load-bearing capacity of the structural column, reduce the weight of the structural column, reduce the inertial force of the structural column, and thus reduce the seismic effect. Attached Figure Description

[0027] To more clearly illustrate the technical solutions in the embodiments of this application or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are some embodiments of this application. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0028] Figure 1 This is a structural diagram of a structural column provided in an embodiment of this application;

[0029] Figure 2 for Figure 1 Internal structure diagram;

[0030] Figure 3 for Figure 2 A schematic diagram of the supporting structure in the middle;

[0031] Figure 4 for Figure 2 A schematic diagram of the structure of the second support component.

[0032] Explanation of reference numerals in the attached figures:

[0033] 100 - Structural column body;

[0034] 110 - Cavity;

[0035] 120 - Second support component; 121 - Third support component; 122 - Fourth connector;

[0036] 200 - Supporting structure;

[0037] 210 - First support assembly; 211 - First support member; 212 - Second support member; 213 - First connector;

[0038] 220 - Connecting component; 221 - Second connecting element.

[0039] The accompanying drawings illustrate specific embodiments of this application, which will be described in more detail below. These drawings and descriptions are not intended to limit the scope of the concept in any way, but rather to illustrate the concept of this application to those skilled in the art through reference to particular embodiments. Detailed Implementation

[0040] First, those skilled in the art should understand that these embodiments are merely for explaining the technical principles of this application and are not intended to limit the scope of protection of this application. Those skilled in the art can make adjustments as needed to adapt to specific application scenarios.

[0041] Secondly, it should be noted that, in the description of this application, unless otherwise expressly specified and limited, the terms "installation," "connection," and "linking" should be interpreted broadly. For example, they can refer to a fixed connection, an indirect connection through an intermediate medium, or the internal communication of two components or the interaction between two components. Those skilled in the art can understand the specific meaning of the above terms in this application according to the specific circumstances.

[0042] Furthermore, it should be noted that in the description of this application, the terms "upper," "lower," "front," "back," "vertical," "horizontal," "top," "bottom," "inner," and "outer," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are used only for the convenience of describing this application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this application.

[0043] Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of this application, unless otherwise stated, "a plurality of" means two or more.

[0044] As shown in the background section, in the prior art, steel-concrete composite columns consist of a steel frame and reinforced concrete. The steel frame is H-shaped or cross-shaped, and the reinforced concrete is wrapped around the steel frame. In other words, the existing steel-concrete composite columns are solid structures. Solid steel-concrete composite columns use a large amount of concrete, which makes the steel-concrete composite columns heavy and have a large inertial force, resulting in a large seismic effect.

[0045] It should be noted that the seismic effect is caused by the ground motion caused by seismic waves (P-waves, S-waves, surface waves), which leads to inertial forces in the structure (steel-concrete columns), causing the structure to vibrate, deform, or even be destroyed. Since the heavier the structure, the greater the inertial force, the stronger the seismic action the structure can withstand, that is, the greater the seismic effect.

[0046] Based on this, the structural column and building provided in this application, wherein the structural column comprises a structural column body and a supporting structure, and the structural column body has a cavity, which reduces the amount of material used, thereby reducing the weight of the structural column body. The supporting structure is embedded in the structural column body, and the cavity is located within the area enclosed by the supporting structure. The supporting structure can restrain the axial deformation of the structural column body, ensuring the load-bearing capacity of the structural column body. Thus, the structural column and building provided in this application, while ensuring the load-bearing capacity of the structural column, reduce the weight of the structural column, reduce the inertial force of the structural column, and thereby reduce the seismic effect.

[0047] To make the objectives, technical solutions, and advantages of this application clearer, the technical solutions in the embodiments of this application will be described in more detail below with reference to the accompanying drawings. In the drawings, the same or similar reference numerals denote the same or similar components or components having the same or similar functions throughout. The described embodiments are some, but not all, of the embodiments of this application. The embodiments described below with reference to the accompanying drawings are exemplary and intended to explain this application, and should not be construed as limiting this application. All other embodiments obtained by those skilled in the art based on the embodiments of this application without creative effort are within the scope of protection of this application.

[0048] Reference Figure 1 and Figure 2 As shown, this application provides a structural column, including: a structural column body 100 and a supporting structure 200, wherein the structural column body 100 has a cavity 110.

[0049] The support structure 200 is embedded in the structural column body 100, and the cavity 110 is located within the area enclosed by the support structure 200.

[0050] It should be noted that the structural column body 100 can be a reinforced concrete column. Specifically, the structural column body 100 includes a reinforcing cage and concrete enclosing the reinforcing cage. Since the reinforcing cage has a certain supporting strength, it provides load-bearing capacity for the structural column body 100. Therefore, while ensuring the load-bearing capacity of the structural column body 100, by setting a cavity 110 inside the structural column body 100, the amount of concrete used can be reduced, thereby reducing the weight of the structural column body 100, reducing the inertial force of the structural column body 100, reducing seismic effects, and thus improving seismic performance.

[0051] Understandably, by setting a cavity 110 within the structural column body 100, the amount of concrete used can be reduced, thus lowering costs. Reducing the weight of the structural column also simplifies construction, transportation, and installation.

[0052] The supporting structure 200 is embedded within the structural column body 100. Specifically, the structural column body 100 can be encased in concrete to enclose the supporting structure 200. The supporting structure 200 can be annular, with the cavity 110 located within the area enclosed by the annular supporting structure 200. The supporting structure 200 can restrain the axial deformation of the structural column body 100, ensuring the load-bearing capacity of the structural column body 100 and thus improving the reliability of the structural column. The supporting structure 200 can also share the axial pressure and bending moment of the structural column body 100, and ensure the bending resistance of the structural column.

[0053] For example, the support structure 200 may be in the form of a circular ring, an elliptical ring, a rectangular ring, or a polygonal ring, and the embodiments of this application do not impose too many restrictions on this.

[0054] In practice, a supporting structure 200 can be placed inside the reinforcing cage, an outer formwork can be placed outside the reinforcing cage, and an inner formwork can be placed inside the supporting structure 200. A cavity 110 is pre-reserved inside the inner formwork. Concrete is poured between the outer and inner formwork. The poured concrete encloses the reinforcing cage and the supporting structure 200. After removing the inner and outer formwork, the concrete and the reinforcing cage form a structural column body 100. A cavity 110 is formed inside the structural column body 100, and the supporting structure 200 is enclosed within the structural column body 100.

[0055] It should also be noted that by encasing the steel cage and supporting structure 200 in concrete, the structural column can enhance its integrity, fire resistance and durability.

[0056] The structural column provided in this application has the advantages of strong load-bearing capacity, low material consumption, light weight, and good seismic performance. It can be applied to the design of large-size columns and can be used in high-rise buildings and large-span structures.

[0057] In some embodiments, refer to Figure 2 As shown, the cavity 110 penetrates the structural column body 100.

[0058] It should be noted that, in specific implementation, the cavity 110 can penetrate the structural column body 100 along the extension direction of the structural column body 100, that is, the length direction of the structural column body 100, which is also the height direction of the structural column body 100.

[0059] Understandably, the cavity 110 penetrates the structural column body 100, which can reduce the amount of material used, thereby reducing the weight of the structural column body 100, reducing the inertial force of the structural column body 100, reducing the seismic effect, and thus improving the seismic performance.

[0060] In some embodiments, refer to Figure 2 As shown, the cross-section of cavity 110 is rectangular, circular, or elliptical.

[0061] In practice, the cross-sectional shape of the cavity 110 can be selected according to actual needs, and this application embodiment does not impose too many restrictions on it.

[0062] It should be noted that the cross-sectional shape of the structural column body 100 can also be rectangular, circular or elliptical, and this application embodiment does not impose too many restrictions on this.

[0063] In some embodiments, refer to Figure 2 and Figure 3 As shown, the support structure 200 includes a plurality of first support components 210 and a plurality of connecting components 220, with each first support component 210 being spaced apart and embedded within the structural column body 100.

[0064] Each connecting component 220 is connected to two adjacent first support components 210 to form a support ring together with the first support components 210.

[0065] Specifically, each connecting component 220 and each first support component 210 together form a support ring. The cavity 110 is located within the support ring formed by the connecting components 220 and the first support components 210. The support ring can constrain the axial deformation of the structural column body 100, ensuring the load-bearing capacity of the structural column body 100. For example, the support ring can be a circular ring, an elliptical ring, a triangular ring, a rectangular ring, or a polygonal ring. This application embodiment does not impose too many limitations on this.

[0066] For example, refer to Figure 2 As shown, the number of first support components 210 and connecting components 220 can both be four. The four first support components 210 can be evenly spaced, and each connecting component 220 is connected to two adjacent first support components 210 to form a rectangular support ring together with the first support components 210.

[0067] For example, the number of first support components 210 and connecting components 220 can both be three (not shown in the figure). The three first support components 210 can be evenly spaced, and each connecting component 220 is connected to two adjacent first support components 210 to form a triangular support ring together with the first support components 210.

[0068] For example, the number of first support components 210 and connecting components 220 can both be more than four. Multiple first support components 210 can be evenly spaced, and each connecting component 220 is connected to two adjacent first support components 210 to form a polygonal support ring together with the first support components 210.

[0069] It should be noted that the first support member 211 can be angle steel, steel pipe, channel steel, I-beam or H-beam, and this application embodiment does not impose too many restrictions on it.

[0070] In some embodiments, refer to Figure 2 and Figure 3 As shown, the first support assembly 210 includes a first support member 211 and a second support member 212 disposed on one side of the first support member 211.

[0071] The first support member 211 of one of the two adjacent first support components 210 is connected to the first end of the connecting component 220, and the second support member 212 of the other of the two adjacent first support components 210 is connected to the second end of the connecting component 220.

[0072] Understandably, the first support component 210 is provided with a first support member 211 and a second support member 212. The first support member 211 and the second support member 212 on the same first support component 210 can be connected to the connecting components 220 on both sides respectively. Thus, each connecting component 220 connects each first support component 210 in sequence to form a support ring, which can constrain the axial deformation of the structural column body 100, thereby ensuring the load-bearing capacity of the structural column body 100.

[0073] In specific implementation, the connecting component 220 can be welded to the first support member 211 and the second support member 212 respectively to improve the connection strength, ensure the processing quality, and thus improve the stability of the support structure 200; the connecting component 220 can also be connected to the first support member 211 and the second support member 212 in other ways, and the embodiments of this application do not impose too many restrictions on this.

[0074] In some embodiments, refer to Figure 2 and Figure 3 As shown, the first support member 211 and the second support member 212 are perpendicular to each other.

[0075] It should be noted that the first support member 211 and the second support member 212 are perpendicular to each other, which can reduce stress concentration and improve the bending stiffness of the structural column.

[0076] It should also be noted that the first support member 211 and the second support member 212, which are perpendicular to each other, can be directly attached to the ends of the connecting components 220 on both sides, which facilitates welding or bolting connection, thereby forming a tight rigid connection.

[0077] In some embodiments, refer to Figure 2 and Figure 3 As shown, the extension direction of the first support component 210 is consistent with the extension direction of the structural column body 100.

[0078] Understandably, the extension direction of the structural column body 100, that is, the height direction of the structural column body 100, is also the length direction of the structural column body 100. The first support component 210 extends along the height direction of the structural column body 100. The first support component 210 can work in conjunction with the structural column body 100 to directly bear axial pressure and bending moment, thereby improving the overall load-bearing capacity of the structural column.

[0079] In a specific implementation, the cavity 110 can be located at the center of the structural column body 100, and the first support component 210 can be coaxially arranged with the structural column body 100.

[0080] In some embodiments, refer to Figure 2 As shown, the end of the first support component 210 is flush with the end of the structural column body 100.

[0081] It should be noted that the first support component 210 extends from the top to the bottom of the structural column body 100, and can work together with the structural column body 100 to share the load, avoiding stress concentration caused by the interruption of the first support component 210, and ensuring uniform load distribution. The first support component 210 forms a continuous bending-resistant skeleton, which can also improve the stiffness and lateral displacement resistance of the structural column, and can better resist wind loads or seismic forces.

[0082] In some embodiments, refer to Figure 2 As shown, the first support component 210 is provided with a plurality of first connectors 213, which are used to connect the first support component 210 and the structural column body 100.

[0083] Thus, multiple first connectors 213 are provided on the first support component 210. The first connectors 213 can enhance the connection strength between the first support component 210 and the structural column body 100, improve the integrity of the structural column, effectively resist the longitudinal shear force between the first connectors 213 and the structural column body 100, and reduce the possibility of relative slippage between the two due to load differences.

[0084] In some embodiments, refer to Figure 2 As shown, the first connector 213 is located on the side of the first support assembly 210 away from the cavity 110.

[0085] The side of the first support component 210 away from the cavity 110, that is, the outer side of the first support component 210, can be arranged with multiple first connectors 213 evenly on the outer side of the first support component 210 to enhance the connection between the first support component 210 and the structural column body 100.

[0086] It should be noted that the connecting component 220 can be connected to the side of the first support component 210 near the cavity 110, that is, the connecting component 220 can be connected to the inside of the first support component 210.

[0087] In some embodiments, refer to Figure 2 As shown, the first connector 213 is a stud or angle steel.

[0088] Understandably, by providing multiple studs or angle steel on the first support component 210, the studs or angle steel can enhance the connection between the first support component 210 and the structural column body 100, thereby improving the overall integrity of the structural column. In specific implementations, the first support component 210 may only be provided with studs, or only with angle steel, or both studs and angle steel may be provided simultaneously. This application embodiment does not impose too many restrictions on this.

[0089] For example, the first connector 213 may be welded to a stud or angle steel, or may be connected in other ways. This application embodiment does not impose too many restrictions on this.

[0090] In some embodiments, refer to Figure 3 As shown, the connecting component 220 includes a plurality of second connectors 221, and each second connector 221 is arranged at intervals along the extension direction of the first support component 210.

[0091] Thus, the second connector 221 and the first support component 210 form a lattice structure. Compared to a solid-web structure (a solid-web structure refers to a structure whose cross-section has continuous solid parts without open sections or openings), this reduces material usage and lowers costs. In practical implementation, by optimizing the arrangement of the second connector 221 and the first support component 210, the strength of the materials can be fully utilized. The lattice structure forms a stable space truss system, which can improve the bending and torsional resistance of the structural columns.

[0092] In some embodiments, refer to Figure 3 As shown, the second connectors 221 are evenly spaced.

[0093] Thus, the uniform spacing of each second connector 221 ensures that the shear force is evenly distributed along the extension direction of the first support assembly 210, preventing excessive stress on any particular second connector 221 and potential damage. The evenly distributed second connectors 221 also reduce stress concentration at the connection points, improving fatigue life.

[0094] In some embodiments, refer to Figure 3 As shown, the second connecting member 221 is a steel bar or steel plate.

[0095] It should be noted that the second connector 221 is made of steel strip (such as steel lacing strip, angle steel or round steel) to achieve lightweighting; the second connector 221 is made of steel plate to enhance the overall rigidity and stability of the support structure 200. The type of the second connector 221 can be selected according to actual needs. This application embodiment does not impose too many restrictions on the type of the second connector 221.

[0096] In some embodiments, refer to Figure 3 As shown, the connecting component 220 also includes at least one third connector, which is sequentially connected to each of the second connectors 221 on the same first support component 210.

[0097] It should be noted that since multiple second connectors 221 are arranged sequentially at intervals along the extension direction of the first support component 210, the support strength of the support structure 200 can be further improved by setting a third connector (not shown in the figure) to sequentially connect each of the second connectors 221 on the same first support component 210.

[0098] For example, the included angle between the third connector and the second connector 221 can be 80°, 90° or 100°, or any other angle. This application embodiment does not impose too many restrictions on this.

[0099] It should be noted that the second connector 221 can be a steel bar, and the second connector 221 can be welded to the first connector 221.

[0100] In some embodiments, refer to Figure 2 and Figure 4 As shown, the structural column body 100 is embedded with a second support component 120, which includes a plurality of third support members 121 and at least one fourth connector 122.

[0101] Each third support member 121 is spaced apart, and a fourth connector 122 connects each third support member 121. The support structure 200 is located in the area enclosed by the third support members 121 and the fourth connector 122.

[0102] In a specific implementation, the third support member 121 can be a steel bar, and the third support member 121 can be set along the height direction of the structural column body 100; the fourth connector 122 can be a stirrup. By setting steel bars and stirrups in the structural body, the load-bearing capacity and seismic performance of the structural column body 100 can be ensured.

[0103] This application also provides a building, including a building body and structural columns disposed on the building body.

[0104] The specific structure and working method of the structural column have been described in detail in the above embodiments, and will not be repeated here.

[0105] Those skilled in the art will understand that the structural column and building provided in this application, by comprising a structural column body 100 and a supporting structure 200, with a cavity 110 within the structural column body 100, can reduce the amount of material used, thereby reducing the weight of the structural column body 100. The supporting structure 200 is embedded within the structural column body 100, and the cavity 110 is located within the area enclosed by the supporting structure 200. The supporting structure 200 can constrain the axial deformation of the structural column body 100, ensuring the load-bearing capacity of the structural column body 100. Therefore, the structural column and building provided in this application, while ensuring the load-bearing capacity of the structural column, reduce the weight of the structural column, reduce the inertial force of the structural column, and thus reduce the seismic effect.

[0106] In the description of this specification, the references to terms such as "one embodiment," "some embodiments," "illustrative embodiment," "example," "specific example," or "some examples," etc., indicate that a specific feature, structure, material, or characteristic described in connection with that embodiment or example is included in at least one embodiment or example of this application. In this specification, the illustrative expressions of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples.

[0107] It is understood that the various numerical designations used in the embodiments of this application are merely for descriptive convenience and are not intended to limit the scope of the embodiments of this application.

[0108] The technical solutions of this application have been described above with reference to the preferred embodiments shown in the accompanying drawings. However, it will be readily understood by those skilled in the art that the scope of protection of this application is obviously not limited to these specific embodiments. Without departing from the principles of this application, those skilled in the art can make equivalent changes or substitutions to the relevant technical features, and the technical solutions after these changes or substitutions will all fall within the scope of protection of this application.

Claims

1. A structural column, characterized in that, include: The structural column body (100) has a cavity (110) inside. The support structure (200) is embedded in the structural column body (100), and the cavity (110) is located in the area enclosed by the support structure (200).

2. The structural column according to claim 1, characterized in that, The cavity (110) penetrates the structural column body (100).

3. The structural column according to claim 2, characterized in that, The cross-section of the cavity (110) is rectangular, circular or elliptical.

4. The structural column according to claim 1, characterized in that, The support structure (200) includes a plurality of first support components (210) and a plurality of connecting components (220), with each of the first support components (210) being spaced apart and embedded within the structural column body (100); Each of the connecting components (220) is connected to two adjacent first support components (210) to form a support ring together with the first support components (210).

5. The structural column according to claim 4, characterized in that, The first support assembly (210) includes a first support member (211) and a second support member (212) disposed on one side of the first support member (211). The first support member (211) of one of the two adjacent first support components (210) is connected to the first end of the connecting component (220), and the second support member (212) of the other of the two adjacent first support components (210) is connected to the second end of the connecting component (220).

6. The structural column according to claim 5, characterized in that, The first support member (211) and the second support member (212) are perpendicular to each other.

7. The structural column according to any one of claims 4 to 6, characterized in that, The extension direction of the first support component (210) is consistent with the extension direction of the structural column body (100).

8. The structural column according to claim 7, characterized in that, The end of the first support component (210) is flush with the end of the structural column body (100).

9. The structural column according to any one of claims 4 to 6, characterized in that, The first support component (210) is provided with a plurality of first connectors (213), which are used to connect the first support component (210) and the structural column body (100).

10. The structural column according to claim 9, characterized in that, The first connector (213) is located on the side of the first support assembly (210) away from the cavity (110).

11. The structural column according to claim 10, characterized in that, The first connector (213) is a stud or angle steel.

12. The structural column according to any one of claims 4 to 6, characterized in that, The connecting component (220) includes a plurality of second connectors (221), each of the second connectors (221) being arranged at intervals along the extension direction of the first support component (210).

13. The structural column according to claim 12, characterized in that, Each of the second connectors (221) is evenly spaced.

14. The structural column according to claim 12, characterized in that, The second connector (221) is a steel bar or a steel plate.

15. The structural column according to claim 12, characterized in that, The connecting component (220) further includes at least one third connector, which is sequentially connected to each of the second connectors (221) on the same first support component (210).

16. The structural column according to any one of claims 1 to 6, characterized in that, The structural column body (100) is embedded with a second support component (120), which includes a plurality of third support members (121) and at least one fourth connector (122). The third support members (121) are spaced apart, and the fourth connector (122) connects each of the third support members (121). The support structure (200) is located in the area enclosed by the third support members (121) and the fourth connector (122).

17. A building, characterized in that, Includes the building body and the structural columns as described in any one of claims 1 to 16 disposed on the building body.

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