CN220814219U

CN220814219U - Oblique beam column connection structure and canopy

Info

Publication number: CN220814219U
Application number: CN202322625697.9U
Authority: CN
Inventors: 朱蔚蔚
Original assignee: Shanghai Lvjian Architectural Decoration Design Co ltd
Current assignee: Shanghai Lvjian Architectural Decoration Design Co ltd
Priority date: 2023-09-26
Filing date: 2023-09-26
Publication date: 2024-04-19
Anticipated expiration: 2033-09-26

Abstract

The utility model provides an inclined beam column connecting structure and a canopy, wherein the inclined beam column connecting structure is used for connecting an inclined beam column on a supporting surface, the inclined beam column connecting structure comprises a base and a connecting assembly, one side part of the base is fixedly connected on the supporting surface, the other side part faces the beam column, the connecting assembly comprises a plurality of connecting parts, one end of each connecting part in the plurality of connecting parts is fixedly connected with the other side part of the base, the other end of each connecting part in the plurality of connecting parts is fixedly connected with the end part of the corresponding beam column, the other end of each connecting part in the plurality of connecting parts extends obliquely relative to the vertical direction, and the slope relative to the vertical direction is equal to the slope of the corresponding beam column relative to the vertical direction. By adopting the structure, each base can support a plurality of beams and columns, the limit effect of the base on the beams and columns is better, the risk of failure caused by too concentrated shearing force at the joint of the lower ends of the beams and columns is reduced, and the structural stability of the awning can be improved.

Description

Oblique beam column connection structure and canopy

Technical Field

The utility model relates to the technical field of building science, in particular to an inclined beam column connecting structure and a canopy.

Background

The assembled building has the characteristics of environmental protection, energy saving and high efficiency, and the awning is one of the assembled buildings, mainly used for shielding rain, keeping out wind and preventing high-altitude falling objects from being injured by smashing, has a shorter construction period and is more in line with the concept of green building. In the construction process of the awning, a plurality of beams and columns are usually used for supporting. However, along with the continuous development of the rainshed and the social demands, the simplification of the rainshed is required to be higher and higher. In some situations, such as in places like charging stations, vehicles often need to enter and exit the canopy, and at this time, the distance between the supporting beams and columns of the canopy needs to be designed to be large enough to meet the requirements. But can reduce the support beam column quantity of canopy like this, can't guarantee the supportability of canopy. In this case, diagonal braces or shear walls are required to support the same. By taking the diagonal bracing as an example, when the canopy supports, the beam columns are obliquely arranged, and the beam columns are limited, so that the bearing of each beam column is larger, and especially when the canopy is obliquely arranged, the shearing force at the joint of the beam column and the ground is larger, and the stability is poorer.

Therefore, the problem that the shearing force is large and the stability is poor exists at the joint of the inclined beam column and the ground adopted by the canopy in the prior art.

Disclosure of utility model

The utility model aims to solve the problems of larger shearing force and poorer stability at the joint of the inclined beam column adopted by the canopy and the ground in the prior art.

In order to solve the above problems, an embodiment of the present utility model provides an oblique beam-column connection structure for connecting an oblique beam-column to a supporting surface, including:

The base, one side of the base is fixedly connected to the supporting surface, and the other side faces the beam column;

the connecting assembly comprises a plurality of connecting parts, one end of each connecting part in the plurality of connecting parts is fixedly connected to the other side part of the base, and the other end of each connecting part is fixedly connected with the end part of the corresponding beam column; and

The other end of each connecting part in the plurality of connecting parts extends obliquely relative to the vertical direction, and the slope relative to the vertical direction is equal to the slope of the corresponding beam column relative to the vertical direction.

By adopting the technical scheme, the base is provided with the plurality of connecting parts, the other end of each connecting part in the plurality of connecting parts extends obliquely relative to the vertical direction, and the slope relative to the vertical direction is equal to the slope of the corresponding beam column relative to the vertical direction. By adopting the structure, each base can support a plurality of beams and columns, and the slope of each connecting component relative to the vertical direction is equal to the slope of the corresponding beam and column relative to the vertical direction, so that the limit effect of the base on the beam and column is better, and a part of shearing force applied to the base by the beams and columns can be counteracted, so that the risk of failure caused by excessive concentration of shearing force at the connection position of the lower ends of the beams and columns can be reduced.

According to the diagonal beam column connecting structure provided by the embodiment of the utility model, the connecting assembly further comprises a bearing component, the bearing component is fixedly connected to the other side part of the base, one end of each connecting component in the plurality of connecting components is fixed to one end, far away from the base, of the bearing component, and the connecting component is fixedly supported on the base through the bearing component.

By adopting the technical scheme, the beam column can be supported on one hand by arranging the bearing component, the bearing component can also conduct the stress applied to the base by the beam column, and the problem of failure caused by stress concentration is reduced.

According to the oblique beam column connecting structure provided by the embodiment of the utility model, the slope of the other end of each connecting part in the plurality of connecting parts relative to the vertical direction is the same.

By adopting the technical scheme, the slope of the other end of each connecting part in the plurality of connecting parts relative to the vertical direction is the same, so that the stress guiding of each connecting part is more uniform, the stress dispersion is facilitated, and the risk of local stress concentration of the connecting assembly can be reduced.

According to the diagonal beam column connecting structure provided by the embodiment of the utility model, the bearing part comprises a main body part and a supporting platform; wherein,

One end of the main body part is fixedly connected to the other side part of the base, the other end of the main body part extends along the vertical direction, the supporting platform is fixedly connected to the other end of the main body part, and each connecting part in the plurality of connecting parts is fixedly connected to the corresponding supporting platform.

By adopting the technical scheme, one end of the main body part is fixedly connected to the other side part of the base, the other end of the main body part extends along the vertical direction, and the supporting platform is fixedly connected to the main body part, so that the main body part has better bearing property, and the visual effect of the oblique beam column connecting structure is lighter.

According to the diagonal beam column connecting structure provided by the embodiment of the utility model, the base, the connecting component and the bearing component are all made of plate-shaped metal; wherein the method comprises the steps of

Each connecting part in the connecting assembly is in a plate shape extending along the vertical direction;

the support platform of the carrier member has a plate shape extending orthogonally to each of the connection members.

By adopting the technical scheme, the base, the connecting assembly and the bearing component are arranged to be plate-shaped metal, so that the integral structural strength of the inclined beam column connecting structure is facilitated.

In addition, by providing the connecting members in a plate-like shape extending in the vertical direction, the support platform is provided in a plate-like shape extending orthogonally to each connecting member, which can save costs on the basis of ensuring the bearing requirements of the connecting members and the support platform.

According to the inclined beam column connecting structure provided by the embodiment of the utility model, the end part of the beam column is provided with the mortises, and the other end of each connecting part in the plurality of connecting parts is embedded and fixed at the end part of the beam column through the mortises; and

The end of each beam column is embedded with the other end of at least two connecting parts, and the at least two connecting parts embedded in the same beam column are mutually fixed on the supporting platform in parallel.

By adopting the technical scheme, the connecting part and the end part of the beam column can be connected by utilizing the mortise and tenon joint of the self structure, so that the mounting procedure of the beam column can be simplified while the connection reliability between the beam column and the connecting part is ensured.

In addition, through the other end that inlays the end of every beam column and be equipped with two at least adapting unit, inlay two at least adapting unit that locate same beam column are fixed in supporting platform in parallel each other, are favorable to oblique beam column connection structure's overall structure reliability like this.

Therefore, through the structure, the structural stability of the installation of the inclined beam column can be improved.

According to the inclined beam column connecting structure provided by the embodiment of the utility model, the inner wall surface of each mortise is fixedly connected with the outer wall surface of the corresponding beam column embedded in the mortise through the reinforced glue.

By adopting the technical scheme, the inner wall surface of the mortise is fixedly connected with the outer wall surface of the corresponding beam column embedded in the mortise through the reinforced adhesive, so that the assembly process of the beam column can be further simplified, and the connection stability of the beam column is improved.

According to the oblique beam column connecting structure provided by the embodiment of the utility model, a plurality of hole parts are formed at the other end of each connecting part, and the bar planting glue is at least partially positioned in the hole parts.

According to the diagonal beam column connecting structure provided by the embodiment of the utility model, the base, the connecting component and the bearing component are fixedly connected with each other through welding.

According to the canopy provided by the embodiment of the utility model, the canopy comprises the canopy roof and the inclined beam column connecting structure with the structure, wherein one end of the beam column, which is far away from the connecting part, is fixedly connected with the canopy roof.

By adopting the technical scheme, the inclined beam column connecting structure is arranged, and because the inclined beam column connecting structure is provided with the plurality of connecting parts on the base, the other end of each connecting part in the plurality of connecting parts extends obliquely relative to the vertical direction, and the slope relative to the vertical direction is equal to the slope of the corresponding beam column relative to the vertical direction. By adopting the structure, each base can support a plurality of beams and columns, and the slope of each connecting component relative to the vertical direction is equal to the slope of the corresponding beam and column relative to the vertical direction, so that the limit effect of the base on the beam and column is better, and a part of shearing force applied to the base by the beams and columns can be counteracted, so that the risk of failure caused by excessive concentration of shearing force at the connection position of the lower ends of the beams and columns can be reduced. Therefore, the structure stability of the awning can be improved by utilizing the oblique beam column connecting structure.

The utility model has the beneficial effects that:

The utility model provides an inclined beam column connecting structure and a canopy, which are used for connecting an inclined beam column to a supporting surface, and comprise a base and a connecting assembly, wherein one side part of the base is fixedly connected to the supporting surface, the other side part faces the beam column, the connecting assembly comprises a plurality of connecting parts, one end of each connecting part in the plurality of connecting parts is fixedly connected to the other side part of the base, the other end of each connecting part in the plurality of connecting parts is fixedly connected with the end part of the corresponding beam column, the other end of each connecting part in the plurality of connecting parts extends obliquely relative to the vertical direction, and the slope relative to the vertical direction is equal to the slope of the corresponding beam column relative to the vertical direction. By adopting the structure, each base can support a plurality of beams and columns, and the slope of each connecting component relative to the vertical direction is equal to the slope of the corresponding beam and column relative to the vertical direction, so that the limit effect of the base on the beams and columns is better, and a part of shearing force applied to the base by the beams and columns can be counteracted, the risk of failure caused by too concentrated shearing force at the connection position of the lower ends of the beams and columns can be reduced, and the structural stability of the awning can be improved.

Additional features and corresponding advantages of the utility model will be set forth in the description which follows, and in part will be apparent from the description, or may be learned by practice of the utility model.

Drawings

FIG. 1 is a schematic diagram of a perspective structure of an oblique beam-column connection structure and a beam column according to an embodiment of the present utility model;

fig. 2 is a schematic perspective view of an oblique beam-column connection structure according to an embodiment of the present utility model;

FIG. 3 is a schematic view of a partial perspective view of an oblique beam-column connection structure and a beam-column according to an embodiment of the present utility model;

FIG. 4 is a schematic view of a partial perspective structure of an oblique beam-column connection structure and another view angle of a beam column according to an embodiment of the present utility model;

Fig. 5 is a schematic perspective view of a canopy according to an embodiment of the present utility model.

Reference numerals illustrate:

100. a beam column;

110. A tongue and groove;

20. A diagonal beam column connecting structure;

200. a base;

300. A connection assembly;

310. A connecting member;

311. A hole portion;

320. A carrier member;

321. a main body portion;

322. a support platform;

400. An anchor bolt;

500. and (5) a shed roof.

Detailed Description

The awning is a building assembly which is arranged above a building entrance or a top balcony and is used for shielding rain, wind and high-altitude falling objects from being injured by smashing. The construction period is shorter, and the construction method is more in line with the green building concept. In the construction process of the awning, a plurality of beams and columns are usually used for supporting. However, along with the continuous development of the rainshed and the social demands, the simplification of the rainshed is required to be higher and higher. In some situations, such as in places like charging stations, vehicles often need to enter and exit the canopy, and at this time, the distance between the supporting beams and columns of the canopy needs to be designed to be large enough to meet the requirements. But can reduce the support beam column quantity of canopy like this, can't guarantee the supportability of canopy. In this case, diagonal braces or shear walls are required to support the same. By taking the diagonal bracing as an example, when the canopy supports, the beam columns are obliquely arranged, and the beam columns are limited, so that the bearing of each beam column is larger, and especially when the canopy is obliquely arranged, the shearing force at the joint of the beam column and the ground is larger, and the stability is poorer.

Aiming at the problem, the embodiment of the utility model provides an inclined beam column connecting structure which is used for connecting an inclined beam column to a supporting surface, wherein the supporting surface can be the ground, and the awning adopts the inclined beam column connecting structure, so that the risk of failure caused by too concentrated shearing force at the lower end connecting position of the beam column can be reduced, and the inclined beam column connecting structure has the advantage of good stability.

For the purpose of making the objects, technical solutions and advantages of the present utility model more apparent, embodiments of the present utility model will be described in further detail below with reference to the accompanying drawings.

As shown in fig. 1 to 4, the diagonal beam-column connection structure 20 according to the embodiment of the present utility model includes a base 200 and a connection assembly 300. One side of the base 200 is fixedly connected to the supporting surface, and the other side faces the beam column 100; the connection assembly 300 includes a plurality of connection members 310, one end of each connection member 310 of the plurality of connection members 310 is fixedly connected to the other side portion of the base 200, and the other end is fixedly connected to the end portion of the corresponding beam column 100; the other end of each of the plurality of connection members 310 extends obliquely with respect to the vertical direction, and the slope with respect to the vertical direction is equal to the slope of the corresponding beam column 100 with respect to the vertical direction.

The present utility model provides the solution by providing a plurality of connection members 310 on the base 200, and the other end of each connection member 310 of the plurality of connection members 310 extends obliquely with respect to the vertical direction, and the slope with respect to the vertical direction is equal to the slope with respect to the vertical direction of the corresponding beam column 100. By adopting the structure, each base 200 can support a plurality of beam columns 100, and the slope of each connecting component 310 relative to the vertical direction is equal to the slope of the corresponding beam column 100 relative to the vertical direction, so that the limit effect of the base 200 on the beam column 100 is better, and a part of shearing force applied to the base 200 by the beam columns 100 can be offset mutually, so that the risk of failure caused by too concentrated shearing force at the lower end connection part of the beam column 100 can be reduced.

It should be understood that the number of the connection members 310 is not limited, and may be any number, such as 3, 4, 6, etc., which is specifically set according to the actual design and the use requirement, and the present utility model is not limited to the only requirement.

The foundation 200 may be attached to the ground using anchor bolts 400, and the ground may be a cement ground or the like. The anchor bolts 400 may be provided in 6, 8, etc. numbers, and the present utility model does not require only this.

The connection assembly 300 is further described below:

As shown in fig. 2, the connection assembly 300 further includes a carrier 320, the carrier 320 is fixedly connected to the other side portion of the base 200, one end of each of the plurality of connection members 310 is fixed to an end of the carrier 320 remote from the base 200, and is fixedly supported to the base 200 by the carrier 320. By providing the bearing component 320, on the one hand, the beam column 100 can be supported, and the bearing component 320 can also conduct the stress applied on the base 200 by the beam column 100, so that the problem of failure caused by stress concentration is reduced.

Further, as shown in fig. 2 and 3, the slope of the other end of each of the plurality of connection parts 310 with respect to the vertical direction is the same.

Specifically, by having the slope of the other end of each of the plurality of connection members 310 with respect to the vertical direction be the same, the stress guiding of each connection member 310 may be more uniform, facilitating stress dispersion, and reducing the risk of localized stress concentrations in the connection assembly 300.

Still further, as shown in fig. 2 and 3, the carrier 320 includes a body portion 321 and a support platform 322, one end of the body portion 321 is fixedly coupled to the other side portion of the base 200, the other end extends in a vertical direction, the support platform 322 is fixedly coupled to the other end of the body portion 321, and each of the plurality of connection members 310 is fixedly coupled to the corresponding support platform 322.

Specifically, by fixedly connecting one end of the main body 321 to the other side of the base 200, and extending the other end in the vertical direction, the supporting platform 322 is fixedly connected to the main body 321, so that the main body 321 has better bearing performance, and the oblique beam column connecting structure 20 has lighter visual effect.

As shown in fig. 2 to 4, the base 200, the connection assembly 300, and the bearing member 320 are all made of plate-shaped metal; each of the connection members 310 in the connection assembly 300 has a plate shape extending in a vertical direction; the support platform 322 of the carrier member 320 has a plate shape extending orthogonally to each of the connection members 310.

Specifically, by providing the base 200, the connection assembly 300, and the carrier 320 as plate-shaped metals, the structural strength of the whole of the diagonal beam-column connection structure 20 is facilitated. In addition, by providing the connection members 310 in a plate shape extending in the vertical direction, the support platform 322 is provided in a plate shape extending orthogonally to each connection member 310, which can save costs on the basis of ensuring the load bearing requirements of the connection members 310 and the support platform 322.

It should be understood by those skilled in the art that the base 200, the connection assembly 300, and the carrier member 320 are not limited to being configured as plate-shaped metal, but may be configured as other structures, such as some high-strength polymer materials, such as plastics, etc.

The beam column 100 may be a wood beam column, a steel beam column, etc., which is not limited by the present utility model.

Further, in one embodiment, as shown in fig. 3 and 4, the end of the beam column 100 is provided with a mortise slot 110, and the other end of each of the plurality of connection members 310 is fixedly inserted into the end of the beam column 100 through the mortise slot 110. The end of each beam column 100 is embedded with the other end of at least two connecting parts 310, and at least two connecting parts 310 embedded in the same beam column 100 are fixed on the supporting platform 322 in parallel with each other.

By adopting such a structure, the connecting member 310 and the end of the beam column 100 can be connected by mortise and tenon joints of the structure, so that the mounting process of the beam column 100 can be simplified while the connection reliability between the beam column 100 and the connecting member 310 is ensured. In addition, the other end of at least two connecting members 310 is embedded in the end of each beam and column 100, and at least two connecting members 310 embedded in the same beam and column 100 are fixed on the supporting platform 322 in parallel to each other, which is advantageous for the overall structural reliability of the diagonal beam and column connecting structure 20. Therefore, with the above structure, the structural stability of the installation of the inclined beam column 100 can be improved.

It should be understood by those skilled in the art that two, three, four, etc. connecting members 310 are embedded at the end of each beam column 100, and two connecting members 310 are disposed at both sides of the beam column 100 in the thickness direction thereof, taking the other end of each beam column 100 embedded with two connecting members 310 as an example.

Further, the inner wall surface of each tongue-and-groove 110 is fixedly connected with the outer wall surface of the corresponding beam column 100 embedded therein through the reinforced glue.

Specifically, the inner wall surface of the tongue-and-groove 110 is fixedly connected with the outer wall surface of the corresponding connecting member 310 embedded therein by the bead-planting adhesive, so that the assembly process of the beam column 100 can be further simplified, and the connection stability of the beam column 100 can be improved.

Further, as shown in fig. 2 to 4, a plurality of hole portions 311 are formed at the other end of each connecting member 310, and the bead-planting glue is at least partially located in the hole portions 311.

Through setting up a plurality of hole portions 311, hole portions 311 can store and plant the muscle and glue, can make like this between connecting component 310 and the beam column 100 through more planting the muscle and glue connection, and then make connecting component 310 and beam column 100's connection reliability better.

It should be understood by those skilled in the art that the number of the hole portions 311 is not limited, and may be, for example, 10, 20, 50, 100, etc., and specifically should be set according to actual design and use requirements.

Still further, the base 200, the connection assembly 300, and the bearing member 320 are fixedly coupled to each other by welding.

It should be understood by those skilled in the art that the base 200, the connection assembly 300, and the carrier 320 are not limited to being fixedly connected to each other by welding, but may be integrally formed. The present utility model does not make a unique requirement for this.

As shown in fig. 5, the present utility model further provides a canopy, which includes a canopy roof 500 and the diagonal beam-column connection structure 20 of the above structure, wherein one end of the beam column 100, which is far away from the connection member 310, is fixedly connected to the canopy roof 500, for example, by bolts.

It should be understood that, in order to more clearly show the relationship between the diagonal beam-column connection structure 20 and the roof 500, only one diagonal beam-column connection structure 20 is shown in fig. 5, and in practical design, each roof 500 may be supported by using a plurality of diagonal beam-column connection structures 20, and the specific number thereof should be determined according to the number of the beams 100, which is not the only requirement of the present utility model.

Specifically, according to the canopy provided by the utility model, by arranging the diagonal beam-column connecting structure 20 with the structure, as the diagonal beam-column connecting structure 20 with the structure is provided with the plurality of connecting members 310 on the base 200, the other end of each connecting member 310 in the plurality of connecting members 310 extends obliquely relative to the vertical direction, and the slope relative to the vertical direction is equal to the slope of the corresponding beam column 100 relative to the vertical direction. By adopting the structure, each base 200 can support a plurality of beam columns 100, and the slope of each connecting component 310 relative to the vertical direction is equal to the slope of the corresponding beam column 100 relative to the vertical direction, so that the limit effect of the base 200 on the beam column 100 is better, and a part of shearing force applied to the base 200 by the plurality of beam columns 100 can be counteracted, so that the risk of failure caused by too concentrated shearing force at the lower end connection part of the beam column 100 can be reduced. Therefore, the structural stability of the canopy can be improved by using such a diagonal beam-column connection structure 20.

Those skilled in the art will appreciate that the diagonal beam-column connection structure 20 is not limited to use in rainsheds, but may be used in other locations where support of the beam column 100 is desired. Such as a kiosk or the like.

It is intended that other advantages and effects of the present utility model, in addition to those described in the specific embodiments, be readily apparent to those skilled in the art from the present disclosure. While the description of the utility model will be described in connection with the preferred embodiment, it is not intended to limit the utility model to the particular form disclosed. Rather, the purpose of the utility model described in connection with the embodiments is to cover other alternatives or modifications, which may be extended by the claims based on the utility model. The foregoing description contains many specifics, other embodiments, and examples of specific details for the purpose of providing a thorough understanding of the utility model. Furthermore, some specific details are omitted from the description in order to avoid obscuring the utility model. It should be noted that, without conflict, the embodiments of the present utility model and features of the embodiments may be combined with each other.

It should be noted that in this specification, like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further definition or explanation thereof is necessary in the following figures.

In the description of the present embodiment, it should be noted that the azimuth or positional relationship indicated by the terms "upper", "lower", "inner", "bottom", etc. are based on the azimuth or positional relationship shown in the drawings, or the azimuth or positional relationship in which the inventive product is conventionally put in use, are merely for convenience of describing the present utility model and simplifying the description, and are not indicative or implying that the apparatus or element to be referred to must have a specific azimuth, be configured and operated in a specific azimuth, and therefore should not be construed as limiting the present utility model.

The terms "first," "second," and the like are used merely to distinguish between descriptions and are not to be construed as indicating or implying relative importance.

In the description of the present embodiment, it should also be noted that, unless explicitly specified and limited otherwise, the terms "disposed," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present embodiment can be understood in a specific case by those of ordinary skill in the art.

While the utility model has been shown and described with reference to certain preferred embodiments thereof, it will be understood by those skilled in the art that the foregoing is a further detailed description of the utility model with reference to specific embodiments, and it is not intended to limit the practice of the utility model to those descriptions. Various changes in form and detail may be made therein by those skilled in the art, including a few simple inferences or alternatives, without departing from the spirit and scope of the present utility model.

Claims

1. An oblique beam column connection structure for connecting an oblique beam column to a support surface, comprising:

The base is fixedly connected to the supporting surface at one side part, and the other side part faces the beam column;

The other end of each connecting part in the plurality of connecting parts extends obliquely relative to the vertical direction, and the slope relative to the vertical direction is equal to the corresponding slope of the beam column relative to the vertical direction.

2. The diagonal beam-column connection structure of claim 1, wherein the connection assembly further comprises a bearing member fixedly connected to the other side portion of the base, one end of each of the plurality of connection members being fixed to an end of the bearing member remote from the base, and being fixedly supported to the base by the bearing member.

3. The diagonal beam-column connection structure according to claim 2, wherein the slope of the other end of each of the plurality of connection members with respect to the vertical direction is the same.

4. The diagonal beam-column connection structure of claim 2, wherein the load bearing member comprises a body portion and a support platform; wherein,

5. The beam-column connection structure according to claim 4, wherein the base, the connection assembly, and the bearing member are all made of sheet metal; wherein the method comprises the steps of

Each of the connection members of the connection assembly has a plate shape extending in a vertical direction;

6. The oblique beam column connection structure as claimed in claim 5, wherein the end portion of the beam column is provided with a mortise groove, and the other end of each of the plurality of connection members is fixedly fitted to the end portion of the beam column through the mortise groove; and

The end part of each beam column is embedded with the other ends of at least two connecting parts, and the at least two connecting parts embedded in the same beam column are mutually fixed on the supporting platform in parallel.

7. The diagonal beam-column connecting structure according to claim 6, wherein the inner wall surface of each tongue-and-groove is fixedly connected with the outer wall surface of the corresponding beam column embedded therein through a reinforced adhesive.

8. The diagonal beam-column connecting structure according to claim 7, wherein a plurality of hole portions are formed at the other end of each connecting member, and the bar planting glue is at least partially located in the hole portions.

9. The diagonal beam-column connection structure according to claim 8, wherein the base, the connection member, and the bearing member are fixedly connected to each other by welding.

10. A canopy comprising a canopy roof, further comprising the diagonal beam-column connection structure of any one of claims 1 to 9, wherein an end of the beam column remote from the connection member is fixedly connected to the canopy roof.