CN217679880U

CN217679880U - Supporting structure for fixing roof curtain wall

Info

Publication number: CN217679880U
Application number: CN202221662074.8U
Authority: CN
Inventors: 崔衍斌; 刘祖文; 王连青; 管玉国
Original assignee: Xincheng Holding Group Enterprise Management Co ltd
Current assignee: Xincheng Holding Group Enterprise Management Co ltd
Priority date: 2022-06-30
Filing date: 2022-06-30
Publication date: 2022-10-28
Anticipated expiration: 2032-06-30

Abstract

The utility model discloses a supporting structure for fixing a roof curtain wall, which comprises a stand column, wherein the stand column is arranged on the top surface of the cantilever end of a roof cantilever beam, a pull rod is arranged between the stand column and the roof cantilever beam, the pull rod is arranged in an inclined manner, and a curtain wall is fixed on the outer side of the stand column; the upright columns are concrete columns, the pull rods are concrete rods, and the upright columns and the pull rods are integrally formed; the included angle between the upright post and the top surface of the roof cantilever beam is 45-60 degrees. The utility model provides a supporting structure for fixing a roof curtain wall, which has reasonable structure and convenient construction, can avoid a large number of frame columns on a roof, and reduces or avoids the influence on roof equipment and other building activity spaces; the wind load is directly transmitted to the roof by the pull rod, and the horizontal displacement of the wind load to the building is effectively reduced.

Description

Supporting structure for fixing roof curtain wall

Technical Field

The utility model belongs to the technical field of building engineering, a bearing structure for roof curtain is fixed is related to.

Background

In building engineering, the attached support of the curtain wall on the roof is generally lifted to the roof through a frame column of a main structure to form a frame structure. By the construction method, a large number of frame columns can appear on the roof layer, and influence is generated on roof equipment and other building moving spaces.

Therefore, it is desirable to design a supporting structure for fixing a roof curtain wall to solve the technical problems in the prior art.

SUMMERY OF THE UTILITY MODEL

The utility model aims at solving partial technical problems existing in the prior art to at least a certain extent, and provides a supporting structure for fixing a roof curtain wall, which has reasonable structure and convenient construction, can avoid a large number of frame columns on a roof, and reduces or avoids the influence on roof equipment and other building activity spaces; the wind load is directly transmitted to the roof by the pull rod, and the horizontal displacement of the wind load to the building is effectively reduced.

In order to solve the technical problem, the utility model provides a supporting structure for fixing a roof curtain wall, which comprises a stand column, wherein the stand column is arranged on the top surface of the cantilever end of a roof cantilever beam, a pull rod is arranged between the stand column and the roof cantilever beam, the pull rod is arranged in an inclined manner, and a curtain wall is fixed on the outer side of the stand column; the upright column is a concrete column, the pull rod is a concrete rod, and the upright column and the pull rod are integrally formed; the included angle between the upright post and the top surface of the roof cantilever beam is 45-60 degrees.

In some embodiments, the number of the upright posts is multiple, and the upright posts are arranged at intervals along the width direction of the roof cantilever beam; a first connecting plate is arranged between the adjacent upright posts.

In some embodiments, the cantilever roof beam has an overhang length of 2.5-5.5m.

In some embodiments, the height of the posts is 2-6m.

In some embodiments, the tie rod is connected to an upper end of the upright.

In some embodiments, the curtain wall is provided with a connection assembly at least at an end face of the roof cantilever beam and an upper end of the stud.

In some embodiments, the curtain wall is 2-7.5m above the roof.

In some embodiments, the support structure further comprises an auxiliary element disposed above the upright; a second connecting plate is arranged adjacent to the auxiliary piece.

In some embodiments, at least one set of connection members is provided between the auxiliary member and the curtain wall.

In some embodiments, the curtain wall is 7.5-9m above the roof.

The utility model discloses beneficial effect:

the utility model provides a supporting structure for fixing a roof curtain wall, which has reasonable structure and convenient construction, can avoid a large number of frame columns on a roof, and reduces or avoids the influence on roof equipment and other building activity spaces; wind load is directly transmitted to the roof by the pull rod, so that the horizontal displacement of the wind load to the building is effectively reduced; in addition, this bearing structure adopts the bracing system to reduce the component size, reduce bearing structure's component size, control project construction cost accords with the theory of green building resources are saved.

Drawings

The above advantages of the present invention will become more apparent and more readily appreciated from the detailed description taken in conjunction with the following drawings, which are given by way of illustration only and do not limit the present invention, and in which:

fig. 1 is a schematic structural view of a supporting structure for fixing a roof curtain wall according to the present invention;

FIG. 2 is a perspective view of the corresponding support structure of FIG. 1;

fig. 3 is a schematic view of another embodiment of the support structure of the present invention;

fig. 4 is a perspective view of the corresponding support structure of fig. 3.

Detailed Description

Fig. 1 to 4 are schematic views related to a supporting structure for fixing a roof curtain wall according to the present application, and the present invention will be described in detail with reference to the following embodiments and accompanying drawings.

The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are both explanatory and exemplary, and should not be construed as limiting the scope of the embodiments and the invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.

The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of the respective portions and the mutual relationships thereof. It should be noted that for the sake of clarity in showing the structures of the various components of the embodiments of the present invention, the drawings are not drawn to the same scale. Like reference numerals are used to denote like parts.

A schematic structural diagram for fixed bearing structure of roof curtain wall, as shown in fig. 1 and fig. 2. A bearing structure for roof curtain is fixed includes stand 10, stand 10 sets up in the top surface of the end of encorbelmenting of roof cantilever beam 20, be provided with pull rod 30 between stand 10 and the roof cantilever beam 20, the slope of pull rod 30 sets up, the outside of stand 10 is fixed with curtain 40.

Further, the upright column 10 is a concrete column, the pull rod 30 is a concrete rod, and the two are integrally formed; the included angle between the upright post 10 and the top surface of the roof cantilever beam 20 is 45-60 degrees. In order to enhance the structural strength of the upright post 10 and the pull rod 30, reinforcing ribs are arranged inside the upright post 10 and the pull rod 30, and the reinforcing ribs are reinforcing steel bars with the diameter of 10-15 mm.

In fig. 2, the number of the columns 10 is plural, and the columns are arranged at intervals along the width direction of the roof cantilever beam 20; and, dispose the first connecting plate 60 between the adjacent pillar stands 10, in order to connect the pillar stand 10 of the roofing as a whole, guarantee the fixed reliability of the curtain wall 40. When running into outside wind load, wind load transmits the roofing via pull rod 30 to effectively reduce the wind load to the thrust of building horizontal direction, reduce the horizontal displacement of building.

In the utility model discloses, the length of encorbelmenting of roof cantilever beam 20 is 2.5-5.5m, the height of stand 10 is 2-6m.

In the embodiment shown in fig. 1, the tie rod 30 is connected to the upper end of the upright 10.

Further, the curtain wall 40 is provided with a connection member at least at an end surface of the roof cantilever beam 20 and an upper end of the pillar 10. Accordingly, the height of the curtain wall 40 above the roof is 2-7.5m.

Fig. 3 and 4 are schematic views of another embodiment of the supporting structure of the present invention, the supporting structure further includes an auxiliary member 50 disposed above the upright 10; a second connecting plate 70 shown in fig. 4 is provided adjacent to the auxiliary 50.

Further, at least one set of connecting components is arranged between the auxiliary element 50 and the curtain wall 40 to ensure the reliability of fixing the curtain wall 40. In the embodiment shown in fig. 3, the curtain wall 40 is 7.5-9m above the roof. I.e. at a height of the curtain wall 40 greater than 6m, it is necessary to add auxiliary elements 50 above the uprights 10 to ensure the stability of the support structure as a whole.

Compared with the defects and shortcomings of the prior art, the supporting structure for fixing the roof curtain wall, provided by the utility model, has the advantages of reasonable structure and convenient construction, can avoid a large number of frame columns on the roof, and reduces or avoids the influence on roof equipment and other building moving spaces; the wind load is directly transmitted to the roof by the pull rod, and the horizontal displacement of the wind load to the building is effectively reduced.

The present invention is not limited to the above embodiments, and any person can obtain other products in various forms without departing from the scope of the present invention, but any change in shape or structure is included in the technical solution that is the same as or similar to the present invention.

Claims

1. The supporting structure for fixing the roof curtain wall is characterized by comprising a stand column (10), wherein the stand column (10) is arranged on the top surface of the cantilever end of a roof cantilever beam (20), a pull rod (30) is arranged between the stand column (10) and the roof cantilever beam (20), the pull rod (30) is obliquely arranged, and a curtain wall (40) is fixed on the outer side of the stand column (10); the upright column (10) is a concrete column, the pull rod (30) is a concrete rod, and the upright column and the pull rod are integrally formed; the included angle between the upright post (10) and the top surface of the roof cantilever beam (20) is 45-60 degrees.

2. The support structure according to claim 1, wherein the number of the columns (10) is plural, and the columns are arranged at intervals in a width direction of the roof cantilever beam (20); a first connecting plate (60) is arranged between adjacent columns (10).

3. The support structure of claim 1, wherein the cantilever roof beam (20) has an overhang length of 2.5-5.5m.

4. The support structure according to claim 3, characterized in that the height of the uprights (10) is 2-6m.

5. The support structure according to claim 4, characterized in that the tie rod (30) is connected to the upper end of the upright (10).

6. Support structure according to claim 5, characterized in that the curtain wall (40) is provided with connection assemblies at least at the end faces of the roof cantilever beams (20) and the upper ends of the uprights (10).

7. Support structure as claimed in claim 3, characterized in that the curtain wall (40) has a height of 2-7.5m above the roof.

8. The supporting structure of claim 1, further comprising an auxiliary element (50) disposed above the upright (10); a second connecting plate (70) is provided adjacent to the auxiliary member (50).

9. Support structure as claimed in claim 8, characterized in that at least one set of connection members is provided between said auxiliary element (50) and the curtain wall (40).

10. The support structure of claim 8, wherein the curtain wall (40) is 7.5-9m above the roof.