CN218668472U - Wall connecting piece attachment structure of large-span large-storey-height building structure - Google Patents
Wall connecting piece attachment structure of large-span large-storey-height building structure Download PDFInfo
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- CN218668472U CN218668472U CN202223007629.8U CN202223007629U CN218668472U CN 218668472 U CN218668472 U CN 218668472U CN 202223007629 U CN202223007629 U CN 202223007629U CN 218668472 U CN218668472 U CN 218668472U
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Abstract
A wall connecting member attaching structure of a large-span large-story high-rise building structure, comprising: embrace mechanism, include: the upper embracing component, the lower embracing component, the plurality of middle connecting components and the plurality of side embracing components; the upper embracing component is tightly embraced at the upper part of the building main body embracing position, the lower embracing component is tightly embraced at the lower part of the building main body embracing position, the side embracing component is tightly embraced at the side surface of the building main body embracing position, in addition, the side embracing component is connected with the upper embracing component to form a first upper connecting position, and the side embracing component is connected with the lower embracing component to form a second lower connecting position; the middle connecting component is connected between the first connecting position and the second connecting position which are mutually staggered; the truss girder is connected between two adjacent building main bodies, the end part of the truss girder is provided with an upper connecting position and a lower connecting position, the upper connecting position is connected with the upper embracing component, and the lower connecting position is connected with the lower embracing component. Compared with the traditional mode of welding and erecting the embedded steel plates, the attachment structure is convenient to disassemble and assemble and lower in cost.
Description
Technical Field
The application relates to the technical field of building construction, in particular to a wall connecting piece attachment structure of a large-span large-story high building structure.
Background
In the building field, the scaffold has the advantages of large bearing capacity, convenient assembly and disassembly, flexible erection, economy, applicability and the like, and is important construction equipment, in the general building construction process, an external scaffold wall connecting piece is easy to connect with a building main body, in a large-span super-story high building main body, the external scaffold is difficult to connect with the building main body due to the lack of wall connecting points, usually, a truss girder is connected between adjacent building main bodies to serve as the wall connecting points, but the truss girder adopts a pre-embedded steel plate welding mode to indirectly connect the truss girder with the building main body when being connected with the building main body, is difficult to disassemble, and has higher cost due to the need of adopting more materials.
SUMMERY OF THE UTILITY MODEL
The application aims at providing a wall spare that links of high building structure of large-span large-rise adheres to structure to in the dismouting to linking wall spare to structure, reduce manufacturing cost simultaneously.
The application provides a high building structure's of large-span large-rise wall spare adheres to structure even, includes:
embrace mechanism, include: the upper embracing component, the lower embracing component, the plurality of middle connecting components and the plurality of side embracing components; the upper holding assembly is tightly held at the upper part of the building main body holding position, the lower holding assembly is tightly held at the lower part of the building main body holding position, the plurality of side holding assemblies are tightly held at the side surface of the building main body holding position, the plurality of side holding assemblies and the upper holding assembly are connected to form a plurality of first upper connecting positions, and the plurality of side holding assemblies and the lower holding assembly are connected to form a plurality of second lower connecting positions; the middle connecting assembly is connected between the first connecting position and the second connecting position which are staggered with each other;
the truss girder is connected between two adjacent building main bodies, the end part of the truss girder is provided with an upper connecting position and a lower connecting position, the upper connecting position is connected with the upper embracing component, and the lower connecting position is connected with the lower embracing component; the upper connecting position and the connecting position of the upper embracing assembly and the middle part of the truss girder form a wall connecting position used for being connected with a wall connecting piece.
In one embodiment, the method further comprises: and one end of the tie component is connected with the middle part of the truss girder, and the other end of the tie component is connected to the building main body and positioned on the upper part of the upper embracing component.
In one embodiment, the method further comprises: and the supporting component is arranged on the building main body and positioned at the lower part of the lower holding component and is used for supporting the lower holding component.
In one embodiment, the support member is an expansion bolt.
In one embodiment, the plurality of side embracing components are equally arrayed on the periphery of the building main body embracing position.
In one embodiment, the upper and lower embracing members are adapted to the cross-sectional shape of the building body.
In one embodiment, the building body has a rectangular cross-section, and the upper embracing member comprises: embrace the pole on four, it includes to embrace the subassembly down to embrace: the four lower clasping rods are respectively arranged on four surfaces of the upper part of the building main body clasping position, every two adjacent upper clasping rods are connected with each other to form an upper clasping connecting position, the four lower clasping rods are respectively arranged on four surfaces of the lower part of the building main body clasping position, and every two adjacent lower clasping rods are connected with each other to form a lower clasping connecting position; the side embracing component is a side embracing rod which is arranged at the side edge of the building main body, and two ends of the side embracing rod are respectively connected with the upper embracing connecting position and the lower embracing connecting position; the middle connecting assembly comprises a middle connecting rod, and the middle connecting rod is connected between the upper embracing connecting position and the lower embracing connecting position which are mutually staggered.
According to the high building structure's of large-span big-storey even wall spare attachment structure who provides of this application, on embrace the subassembly and embrace tightly on building subject's the upper portion of embracing the position, under embrace the subassembly and embrace tightly in building subject's the lower part of embracing the position, a plurality of sides embrace the subassembly and embrace tightly in building subject and embrace the side of position, and, the subassembly is embraced to the side and is connected with last armful subassembly and form first upper junction position, the subassembly is embraced to the side and is connected with lower armful subassembly and form the second lower junction position, well coupling assembling then connects between the first junction position and the second junction position of mutual dislocation. Compared with the mode of welding and erecting the embedded steel plates, the clasping mechanism is convenient to disassemble and assemble and lower in cost.
Drawings
FIG. 1 is a front view of the connection of a wall connecting member attachment structure of a large-span large-story high-rise building structure with a building body, as provided herein;
FIG. 2 is an enlarged view of a portion of FIG. 1 at A;
FIG. 3 is a side view of the wall connecting member attachment structure of the large span large story high building structure provided herein in connection with a building body;
FIG. 4 is a top view of the wall connecting member attachment structure of the large span large story high building structure provided herein in connection with a building body;
fig. 5 is a front view of the wall connecting member attachment structure of the large-span large-story high-rise building structure provided in the present application, connected to a building body in another embodiment.
Detailed Description
The present invention will be described in further detail with reference to the following detailed description and accompanying drawings. Wherein like elements in different embodiments are numbered with like associated elements. In the following description, numerous details are set forth in order to provide a better understanding of the present application. However, those skilled in the art will readily recognize that some of the features may be omitted or replaced with other elements, materials, methods in different instances. In some instances, certain operations related to the present application have not been shown or described in detail in order to avoid obscuring the core of the present application from excessive description, and it is not necessary for those skilled in the art to describe these operations in detail, so that they may be fully understood from the description in the specification and the general knowledge in the art.
Furthermore, the features, operations, or characteristics described in the specification may be combined in any suitable manner to form various embodiments. Also, the various steps or actions in the description of the methods may be transposed or transposed in order, as will be apparent to a person skilled in the art. Thus, the various sequences in the specification and drawings are for the purpose of describing certain embodiments only and are not intended to imply a required sequence unless otherwise indicated where such sequence must be followed.
The ordinal numbers used herein for the components, such as "first," "second," etc., are used merely to distinguish between the objects described, and do not have any sequential or technical meaning. The term "connected" and "coupled" when used in this application, unless otherwise indicated, includes both direct and indirect connections (couplings).
The application provides a wall spare that links of large-span large-rise building structure adheres to structure mainly is applied to the connection to the wall spare of large-span large-rise building main part. More specifically, the embracing mechanism can be clamped on the building main bodies in a embracing way, two ends of the truss girder are respectively connected with the embracing mechanisms of two adjacent building main bodies, and the joint of the embracing mechanism and the truss girder is
Referring to fig. 1 to 5, the present application provides a wall connecting member attaching structure 1000 of a large-span large-story high-rise building structure, including: embracing means 10 and a truss girder 20.
The embracing mechanism 10 is used for embracing and embracing the building main bodies 100, wherein the building main bodies 100 are buildings with large floor heights, and a large span is formed between every two adjacent building main bodies 100. The embracing mechanism 10 includes: the upper embracing component 11, the lower embracing component 12, a plurality of middle connecting components 13 and a plurality of side embracing components 14. Go up to embrace subassembly 11 and embrace the upper portion of position B of embracing at building main part 100, embrace subassembly 12 and embrace the lower part of position B of embracing at building main part 100 down, a plurality of sides embrace subassembly 14 and embrace the side of position B at building main part 100 tightly, and, a plurality of sides embrace subassembly 14 and embrace subassembly 11 with last and be connected and form a plurality of first upper junction 15, a plurality of sides embrace subassembly 14 and embrace subassembly 12 with closing down and be connected and form a plurality of second lower junction 16. The middle connecting assembly 13 is connected between a first connecting position 15 and a second connecting position 16 which are offset from each other.
In this embodiment, the plurality of side embracing members 14 are equally spaced and arrayed around the periphery of the embracing location of the building body 100.
In the above embodiment, the positions of the first upper connection locations 15 formed by the side embracing components 14 and the upper embracing component 11 and the positions of the second lower connection locations 16 formed by the side embracing components 14 and the lower embracing component 12 are in one-to-one correspondence, and the number of the first upper connection locations 15 and the second lower connection locations 16 formed by the side embracing components 14 and the lower embracing component 12 is the same, the middle connection components 13 are respectively connected between the first connection locations 15 and the second connection locations 16 which are staggered with each other, in other words, one end of the middle connection component 13 is connected to the first upper connection location 15 of the first upper connection locations 15, the other end of the middle connection component 13 is connected to the second lower connection location 16 of the second lower connection locations 16, and so on, all the middle connection components 13 are connected, and thus, the middle connection component 13 and the upper embracing component 11 and the side embracing component 14, or the middle connection component 13 and the lower embracing component 12 and the side embracing component 14 form a triangular structure, so that the present embracing mechanism 10 is more stable.
The truss girder 20 is connected between two adjacent building bodies 100, the end of the truss girder 20 is provided with an upper connection position 21 and a lower connection position 22, the upper connection position 21 is connected with the upper embracing component 11, and the lower connection position 22 is connected with the lower embracing component 12.
As shown in fig. 4, the truss girder is connected between two adjacent building bodies 100, and for convenience of description, the two building bodies 100 are respectively referred to as a first building body 100 and a second building body 100, and both ends of the truss girder 20 are respectively connected to the embracing mechanism 10 of the first building body 100 and the embracing mechanism of the second building body 100. Specifically, one end of the truss girder 20 is connected with the embracing mechanism 10 of the first building main body 100, more specifically, an upper connecting position 21 at one end of the truss girder 20 is connected with the upper embracing component 11 of the embracing mechanism 10 on the first building main body 100, and a lower connecting position 22 at one end of the truss girder 20 is connected with the lower embracing component 12 of the embracing mechanism 10 on the first building main body 100; the other end of the truss girder 20 is connected to the embracing mechanism 10 of the second building body 100, and more specifically, the upper connecting position 21 of the other end of the truss girder 20 is connected to the upper embracing member 11 of the embracing mechanism 10 on the first building body 100, and the lower connecting position 22 of the other end of the truss girder 20 is connected to the lower embracing member 12 of the embracing mechanism 10 on the second building body 100. The two ends of the truss girder 20 are connected by two connecting positions in the embracing mechanism so as to improve the stability of the connection between the truss girder and the embracing mechanism.
In this embodiment, the connecting position C for connecting with the wall connecting member is formed at the connecting position of the upper connecting position 21 and the upper embracing member 11 and at the middle part of the truss girder 20. In other words, between two adjacent building bodies 100, the upper connection sites 21 at both ends of the truss girder 20 form two wall connection sites C with the two building bodies 100, respectively. As shown in fig. 3, the wall connecting member 200 is connected to the upper embracing member 11, and the scaffolding 300 is connected to the outside of the wall connecting member 200.
In the above embodiment, in the embracing mechanism 10, the upper embracing component 11 embraces the upper portion of the embracing location B of the building main body 100, the lower embracing component 12 embraces the lower portion of the embracing location B of the building main body 100, the plurality of side embracing components 14 embrace the side of the embracing location B of the building main body 100, and the side embracing components 14 are connected with the upper embracing component 11 to form the first upper connecting location 15, the side embracing components 14 are connected with the lower embracing component 12 to form the second lower connecting location 16, and the middle connecting component 13 is connected between the first connecting location 15 and the second connecting location 16 which are mutually staggered. Compared with the mode of welding and erecting the embedded steel plates, the clasping mechanism is convenient to disassemble and assemble and lower in cost.
In this application, the upper and lower embracing members 11 and 12 are adapted to the cross-sectional shape of the building body 100. The cross section of the building body 100 may be rectangular or circular.
In this embodiment, the cross section of the building main body 100 is rectangular, and the upper embracing component 11 includes: the four upper embracing rods 111 and the lower embracing assembly 12 comprise: four lower holding poles 121, four upper holding poles 111 are respectively arranged on four faces of the upper portion of the holding position B of the building main body 100, two adjacent upper holding poles 111 are connected with each other to form an upper holding connection position 15, four lower holding poles 121 are respectively arranged on four faces of the lower portion of the holding position B of the building main body 100, and two adjacent lower holding poles 121 are connected with each other to form a lower holding connection position 16. The side embracing component 14 is a side embracing rod 141, the side embracing rod 141 is disposed at a side of the building main body, and two ends of the side embracing rod 141 are respectively connected with the upper embracing connection position 15 and the lower embracing connection position 16 which are in one-to-one correspondence. The middle connecting assembly 13 comprises a middle connecting rod 131, and the middle connecting rod 131 is connected between the upper embracing connecting position 15 and the lower embracing connecting position 16 which are mutually staggered.
Of course, when the cross-sectional shape of the building main body 100 is circular, the upper clasping component 11 and the lower clasping component 12 are both circular structures, and an anti-slip structure needs to be disposed at the connection position of the pulling assembly 30 and the building main body 100, for example, a non-slip mat may be disposed, and the anti-slip structure is disposed between the connection position of the pulling assembly and the building main body 100.
In one embodiment, the upper clasping rod 111, the lower clasping rod 121, the middle connecting rod 131 and the side clasping rods 14 are made of steel pipes with a diameter of 48 mm, and are connected by fasteners.
In an embodiment of the present application, the wall connecting member attaching structure 1000 of the large-span large-story high-rise building structure provided in this embodiment further includes: and one end of the tie assembly 30 is connected with the middle part of the truss girder 20, and the other end of the tie assembly 30 is connected to the building main body 100 and is positioned at the upper part of the upper embracing assembly 11, so that the middle part of the truss girder 20 is connected with the building main body 100, and the stability of the truss girder 20 is improved.
In an embodiment of the present application, the wall connecting member attaching structure 1000 of the large-span large-story high-rise building structure provided in this embodiment further includes: and the supporting assembly 40, the supporting assembly 40 is arranged on the building main body 100 and is located at the lower part of the lower holding assembly 12, and the supporting assembly 40 is used for supporting the lower holding assembly 12, so as to support the holding mechanism 10 and prevent the holding mechanism 10 from sliding downwards.
In this embodiment, the support member 40 is an expansion bolt.
As shown in fig. 5, two rows of truss girders are disposed between two adjacent building bodies 100, and the building bodies 100 are indicated by vertical dashed boxes in fig. 5, in other words, each building body 100 is provided with two embracing positions B, and each embracing position B is provided with two embracing mechanisms 10.
In summary, the application provides a high building structure's of large-span large-rise building structure even wall spare attachment structure, go up to embrace the subassembly and embrace tightly on building subject's the upper portion of embracing the position of embracing, the subassembly is embraced tightly in building subject's the lower part of embracing the position of embracing to the lower portion of embracing, the subassembly is embraced tightly embracing in building subject's side to a plurality of sides, and, the subassembly is embraced to the side and is embraced to last to embrace the subassembly and be connected formation first upper junction position, the subassembly is embraced to the side and is connected formation second lower junction position with the lower subassembly of embracing, well coupling assembling then connects between first junction position and the second junction position that misplaces each other. Compared with the mode of welding and erecting the embedded steel plates, the clasping mechanism is convenient to disassemble and assemble and lower in cost.
The foregoing is a more detailed description of the present application in connection with specific embodiments thereof, and it is not intended that the present application be limited to the specific embodiments thereof. It will be apparent to those skilled in the art from this disclosure that many more simple derivations or substitutions can be made without departing from the inventive concepts herein.
Claims (7)
1. The utility model provides a wall spare that links of large-span large-rise building structure adheres to structure which characterized in that includes:
embrace mechanism, include: the upper embracing component, the lower embracing component, the plurality of middle connecting components and the plurality of side embracing components; the upper holding assembly is tightly held at the upper part of the building main body holding position, the lower holding assembly is tightly held at the lower part of the building main body holding position, the plurality of side holding assemblies are tightly held at the side surface of the building main body holding position, the plurality of side holding assemblies and the upper holding assembly are connected to form a plurality of first upper connecting positions, and the plurality of side holding assemblies and the lower holding assembly are connected to form a plurality of second lower connecting positions; the middle connecting assembly is connected between the first upper connecting position and the second lower connecting position which are staggered with each other;
the truss girder is connected between two adjacent building main bodies, the end part of the truss girder is provided with an upper connecting position and a lower connecting position, the upper connecting position is connected with the upper embracing component, and the lower connecting position is connected with the lower embracing component; the upper connecting position and the connecting position of the upper embracing assembly and the middle part of the truss girder form a wall connecting position used for being connected with a wall connecting piece.
2. The wall connecting member attaching structure of a large-span large-story high-rise building structure of claim 1, further comprising: and one end of the tie component is connected with the middle part of the truss girder, and the other end of the tie component is connected to the building main body and positioned on the upper part of the upper embracing component.
3. The wall connecting member attaching structure of a large-span large-story high-rise building structure of claim 1, further comprising: and the supporting component is arranged on the building main body and positioned at the lower part of the lower holding component and is used for supporting the lower holding component.
4. The wall connecting member attachment structure for a large-span, large-story, high-rise building structure of claim 3, wherein the support members are expansion bolts.
5. The wall connecting attachment structure for a large-span, large-story, high-rise building structure of claim 1, wherein the plurality of side embracing elements are equally arrayed around the periphery of the building body embracing location.
6. The wall connecting member attachment structure for a large-span, large-story, high-rise building structure of claim 1, wherein both the upper and lower embracing members are adapted to the sectional shape of the building body.
7. The wall connecting member attaching structure of a large-span large-story high-rise building structure of claim 1, wherein the building body has a rectangular shape in cross section, and the upper embracing member comprises: embrace the pole on four, it includes to embrace the subassembly down to embrace: the four lower clasping rods are respectively arranged on four surfaces of the upper part of the building main body clasping position, two adjacent upper clasping rods are connected with each other to form an upper clasping connecting position, the four lower clasping rods are respectively arranged on four surfaces of the lower part of the building main body clasping position, and two adjacent lower clasping rods are connected with each other to form a lower clasping connecting position; the side embracing component is a side embracing rod which is arranged at the side edge of the building main body, and two ends of the side embracing rod are respectively connected with the upper embracing connecting position and the lower embracing connecting position; the middle connecting assembly comprises a middle connecting rod, and the middle connecting rod is connected between the upper embracing connecting position and the lower embracing connecting position which are mutually staggered.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223007629.8U CN218668472U (en) | 2022-11-11 | 2022-11-11 | Wall connecting piece attachment structure of large-span large-storey-height building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN202223007629.8U CN218668472U (en) | 2022-11-11 | 2022-11-11 | Wall connecting piece attachment structure of large-span large-storey-height building structure |
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| CN218668472U true CN218668472U (en) | 2023-03-21 |
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| CN202223007629.8U Active CN218668472U (en) | 2022-11-11 | 2022-11-11 | Wall connecting piece attachment structure of large-span large-storey-height building structure |
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