CN215484332U

CN215484332U - Connecting structure of vertical framework of composite wallboard

Info

Publication number: CN215484332U
Application number: CN202121406029.1U
Authority: CN
Inventors: 王文翰; 杨玉群
Original assignee: Qingdao Jinmaoyuan Steel Structure Engineering Co ltd
Current assignee: Qingdao Jinmaoyuan Steel Structure Engineering Co ltd
Priority date: 2021-06-23
Filing date: 2021-06-23
Publication date: 2022-01-11
Anticipated expiration: 2031-06-23

Abstract

The utility model discloses a connecting structure of a vertical skeleton of a composite wallboard, which comprises: the connecting plate, connecting plate one end is fixed with the main part wall, and the other end is fixed with vertical skeleton, be fixed with composite wall board on the vertical skeleton, the number that every layer of composite wall board corresponds the connecting plate is 1 from top to bottom, and interval staggered arrangement about the connecting plate, wherein upper and lower spacing distance is 0.8 m. The vertical framework has larger adjusting space, and can correct the deformation of the vertical framework well, so that the vertical verticality of the vertical framework meets the design requirement.

Description

Connecting structure of vertical framework of composite wallboard

Technical Field

The utility model belongs to the technical field of buildings, and particularly relates to a connecting structure of a vertical skeleton of a composite wallboard.

Background

The statements herein merely provide background information related to the present disclosure and may not necessarily constitute prior art.

The steel structure or concrete main body wall composite wallboard framework is a vertical structure, and in the installation of the vertical structure, the production can be conveniently carried out, the construction is fast, the construction flow is simplified, the finished product is integrally installed and constructed, and the construction mode of error adjustment of construction site construction is fully considered.

The conventional connecting method of the main wall and the vertical framework is characterized in that the main wall and the vertical framework are connected through a double-connecting-plate structure, the advantage is that the vertical framework is stable, but the vertical framework is likely to deform before construction and during construction, the space for adjusting the vertical framework is small due to the fact that the double-connecting-plate structure is arranged on the two sides of the vertical framework, the vertical verticality of the vertical framework is easy to cause and is not in line with the design requirements, and the composite wallboard is also influenced for later installation.

SUMMERY OF THE UTILITY MODEL

Aiming at the defects in the prior art, the utility model aims to provide a connecting structure of a vertical framework of a composite wallboard, which can solve the defects in the prior art.

In order to achieve the purpose, the utility model is realized by the following technical scheme:

the utility model provides a connecting structure of a vertical skeleton of a composite wallboard, which comprises: the connecting plate, connecting plate one end is fixed with the main part wall, and the other end is fixed with vertical skeleton, be fixed with composite wall board on the vertical skeleton, the number that every layer of composite wall board corresponds the connecting plate is 1 from top to bottom, and interval staggered arrangement about the connecting plate, wherein the vertical distance of upper and lower interval is 0.8 m.

As a further technical scheme, a reinforced rib is arranged at the connecting point of the connecting plate and the wall surface of the main body.

As a further technical scheme, the length of the composite wallboard is more than 0.2 m.

As a further technical scheme, the vertical framework is a square steel pipe.

As a further technical scheme, the main body wall surface is a steel structure wind-resistant column.

As a further technical scheme, the wall surface of the main body is a concrete column.

As a further technical scheme, the steel structure wind-resistant column and the connecting plate are welded into a whole.

As a further technical scheme, the concrete column is provided with an embedded plate and is fixed through a chemical anchor bolt, and the connecting plate and the embedded plate are welded into a whole.

The beneficial effects of the utility model are as follows:

the utility model abandons the traditional double-connecting-plate structure and adopts a single-connecting-plate structure, and the single-connecting-plate structure is arranged in a staggered manner at intervals from top to bottom, so that the stability and the connection strength which are not much different from those of the double-connecting-plate structure can be ensured.

Advantages of additional aspects of the utility model will be set forth in part in the description which follows, and in part will be obvious from the description, or may be learned by practice of the utility model.

Drawings

The accompanying drawings, which are incorporated in and constitute a part of this specification, are included to provide a further understanding of the utility model, and are incorporated in and constitute a part of this specification, illustrate exemplary embodiments of the utility model and together with the description serve to explain the utility model and not to limit the utility model.

FIG. 1 is a schematic illustration of a prior art double link plate for a vertical skeleton;

FIG. 2 is a view of the wall post arrangement of the present invention;

FIG. 3 is a schematic view of a single connection plate of the vertical skeleton of the concrete main wall surface of the present invention;

FIG. 4 is a schematic view of a single connecting plate of the wall vertical skeleton of the steel structure main body.

In the figure: 1 concrete column, 2 chemical crab-bolts, 3 steel construction anti-wind columns, 4 composite wall panels, 5 square steel pipes, 6 connecting plates, 7 ribbed bars, 8 bury the board.

The spacing or dimensions between each other are exaggerated to show the location of the various parts, and the illustration is for illustrative purposes only.

Detailed Description

It is to be understood that the following detailed description is exemplary and is intended to provide further explanation of the utility model as claimed. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs.

It is noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of exemplary embodiments according to the utility model. As used herein, the singular forms "a", "an", and/or "the" are intended to include the plural forms as well, unless the utility model expressly state otherwise, and it should be understood that when the terms "comprises" and/or "comprising" are used in this specification, they specify the presence of stated features, steps, operations, devices, components, and/or combinations thereof;

for convenience of description, the words "up", "down", "left" and "right" in the present invention, if any, merely indicate correspondence with up, down, left and right directions of the drawings themselves, and do not limit the structure, but merely facilitate the description of the utility model and simplify the description, rather than indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the utility model.

In the present invention, the terms "mounted," "connected," "fixed," and the like are used in a broad sense, and may be, for example, fixedly connected, detachably connected, or integrated; the two components can be connected mechanically, directly or indirectly through an intermediate medium, or connected internally or in an interaction relationship, and the terms used in the description are understood by those skilled in the art as having specific meanings according to the specific situation.

As shown in figure 1, the concrete column 1 is connected with a square steel tube 5 (vertical framework) through two connecting plates 6, so that the space for adjusting the square steel tube 5 (vertical framework) is small due to the fact that the two sides of the square steel tube 5 (vertical framework) are fixed through the two connecting plates, the vertical verticality of the square steel tube 5 (vertical framework) is not required, and the later-period installation of the composite wall board 4 is influenced.

In order to solve the technical problems in the prior art, the utility model provides a connecting structure of a vertical framework of a composite wallboard.

Example 1:

this embodiment provides a connection structure of vertical skeleton of composite wall panel, as shown in fig. 2, fig. 4, specifically includes: connecting

plate

6, 6 one end of connecting plate are fixed through the welded mode with the 3 outsides of steel construction anti-wind post to weld into a whole, not only can improve the reliability of connecting, also make things convenient for the field installation, in this embodiment, connecting plate 6 is 8mm thick steel plate.

3 outside welded connection board 6's of steel construction anti-wind post length, according to the compound wallboard position determination of drawing, can not the overlength, should add when length exceeds 0.2m and add muscle rib 7 in connecting

plate

6 and 3 junctions of steel construction anti-wind post to improve connection structure's stability, add muscle rib thickness in this embodiment and be the 6mm steel sheet, can understand of course, add muscle rib specification and size and confirm with convenient production and reasonable construction.

The other end and the vertical skeleton of connecting plate 6 are fixed, are fixed with composite wall panel 4 on the vertical skeleton, and every layer of composite wall panel 4 corresponds the number of connecting plate 6 about is 1, and interval staggered arrangement about connecting plate 6 can not set up connecting plate 6 with in one side. Wherein the vertical distance of the upper and lower interval is 0.8 m. In this embodiment, the vertical skeleton is a 100 × 3mm hot-dip galvanized square pipe (the size of the square pipe needs to be determined according to the design),

example 2:

as shown in fig. 3, different from embodiment 1, one end of a connecting plate 6 is fixed to a concrete column 1, in the concrete column 1, a square steel tube 5 is mainly connected by an embedded part, the connecting plate 6 is welded to an embedded part plate 8, the connecting plate 6 can be welded to the embedded part plate 8 into a whole, then the embedded part plate 8 is fixed to the concrete column 1 through a chemical anchor bolt 2, the size of the embedded part plate 8, the specification of the chemical anchor bolt 2, the embedding depth and the like meet the requirements of parameters such as the design withdrawal resistance and the like, if no requirements are met, the structural requirements of the relevant specifications of the steel structure need to be met, and the thickness of the embedded part plate is not less than 12mm and the like.

The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims

1. The utility model provides a connection structure of vertical skeleton of composite wall panel which characterized in that includes: the connecting plate, connecting plate one end is fixed with the main part wall, and the other end is fixed with vertical skeleton, be fixed with composite wall board on the vertical skeleton, the number that every layer of composite wall board corresponds the connecting plate is 1 from top to bottom, and interval staggered arrangement about the connecting plate, wherein the vertical distance of upper and lower interval is 0.8 m.

2. The connecting structure of the vertical skeleton of the composite wall panel according to claim 1, wherein the connecting points of the connecting plates and the wall surface of the main body are provided with reinforced ribs.

3. The connecting structure of the vertical skeleton of the composite wall panel according to claim 2, wherein the length of the composite wall panel is greater than 0.2 m.

4. The connecting structure of the vertical frame of the composite wall panel according to claim 1, wherein the vertical frame is a square steel pipe.

5. The connecting structure of the vertical frame of the composite wall panel as claimed in claim 4, wherein the main wall surface is a steel structure wind-resistant column.

6. The connecting structure of the vertical skeleton of composite wall panel according to claim 4, wherein the main wall surface is a concrete column.

7. The connecting structure of the vertical frame of the composite wall panel as claimed in claim 5, wherein the steel wind-resistant columns are welded with the connecting plates as a whole.

8. The connecting structure of the vertical skeleton of composite wall panel according to claim 6, wherein the concrete columns are provided with embedded plates and fixed by chemical anchor bolts, and the connecting plates and the embedded plates are welded into a whole.