CN211948841U

CN211948841U - Tower outer frame column structure

Info

Publication number: CN211948841U
Application number: CN201922477861.XU
Authority: CN
Inventors: 蒋斌; 桂斌; 孙中雷; 孔令峰; 邹艳梅
Original assignee: Jiangsu Huning Steel Mechanism Co Ltd
Current assignee: Jiangsu Huning Steel Mechanism Co Ltd
Priority date: 2019-12-31
Filing date: 2019-12-31
Publication date: 2020-11-17
Anticipated expiration: 2029-12-31

Abstract

The utility model discloses a tower outer frame column structure, include: the building comprises a building body, a group of outer frames and a group of inclined strut frames, wherein the outer frames are erected on the outer side of the building body, and the inclined strut frames are arranged between the outer frames and the building body. The utility model discloses in a tower outer frame column structure, simple structure, reasonable in design realizes being connected building body and outer frame through the bracing frame, great improvement the stability of building to and the security that the later stage was used, combine building body and steel construction building simultaneously, be convenient for its later stage accomplish the setting of dysmorphism building, thereby let its better needs that satisfy the construction.

Description

Tower outer frame column structure

Technical Field

The utility model belongs to the technical field of the steel construction building, in particular to tower outer frame column structure.

Background

With the rapid development of social economy, the living standard and the living quality of people are continuously improved, and the rhythm of people is continuously accelerated in both production and life, as well as the construction industry. At present, people are most of concrete buildings no matter in office places or houses, people know that the construction period of the concrete buildings is long, the construction period is seriously influenced by weather, particularly in winter, people can see that after the buildings are below zero in winter, a plurality of construction sites stop working, so that the period of the whole building is long, meanwhile, the labor required by the concrete building construction is complicated, and large workers, small workers, woodworkers, tile workers and the like have high requirements on personnel, and along with the continuous increase of materials and labor cost, the cost of the whole building is high, and the input cost is higher and higher; with the increasing requirements of people on life and work, the generation of steel structure buildings is promoted due to the fact that more and more young people do not want to engage in the building industry and other factors;

at present, in many steel structure engineering, as the pursuit of beautification and diversification, a plurality of novel and peculiar style forms are designed. In order to meet the stress requirement, a very complex and peculiar structural node is formed. In order to manufacture and manufacture the complex structures and the nodes, great difficulty is brought to the manufacturing and manufacturing of the complex structures and the nodes. The improvement of the manufacturing efficacy of the special-shaped component is imperative. Under the condition, the technology for processing and manufacturing the steel structure, which can effectively ensure the processing and manufacturing of the steel structure member, improve the efficiency and shorten the construction period, has huge development space. However, in the design process of the existing building, the concrete building and the steel structure building are often combined, especially the part of the foundation, and in order not to influence the overall stability of the building, the problem that the current construction unit needs to solve urgently is to optimize the outer frame column structure and enable the outer frame column structure to be better combined with the building body.

SUMMERY OF THE UTILITY MODEL

Utility model purpose: in order to overcome the above not enough, the utility model aims at providing a tower outer frame column structure, its simple structure, reasonable in design realizes being connected building body and outer frame through the bracing frame, great improvement the stability of building to and the security that the later stage was used.

The technical scheme is as follows: in order to achieve the above object, the utility model provides a tower outer frame column structure, include: the building comprises a building body, a group of outer frames and a group of inclined strut frames, wherein the outer frames are erected on the outer side of the building body, and the inclined strut frames are arranged between the outer frames and the building body.

The utility model discloses in a tower outer frame column structure, simple structure, reasonable in design realizes being connected building body and outer frame through the bracing frame, great improvement the stability of building to and the security that the later stage was used, combine building body and steel construction building simultaneously, be convenient for its later stage accomplish the setting of dysmorphism building, thereby let its better needs that satisfy the construction.

The utility model discloses in building body is the octagon, wherein is equipped with sharp line shape frame and oblique shape frame, the both sides of sharp line shape frame are located to the oblique shape frame.

The utility model discloses in be equipped with multiunit support column and stand in the outer frame, the outside of oblique shape frame in the building body is located to the support column, the stand is located between the support column, and is on a parallel with the sharp outside of straight line shape frame in the building body, connect through double-deck horizontal pole between support column and the stand. The double-layer cross rod is arranged, so that the stability of the self structure of the outer frame is greatly improved, and the stability and the support of the whole structure are further improved.

The utility model discloses in two-layer about the bracing frame is equipped with, be last bracing layer and lower bracing layer respectively, just go up all to be equipped with a set of first bracing frame and a set of second bracing frame in bracing layer and the lower bracing layer, on first bracing frame one end was fixed in the support column, the other end was fixed in building body's corner, second bracing frame one end was fixed in the stand, and the other end is fixed in building body's corner with first bracing frame together. The angle bracket is of a double-layer structure, so that the connection stability between the outer frame and the building body and the later-stage use safety are greatly improved, and the angle bracket better meets the production requirement.

The utility model discloses in the support column is the arc, and is to setting up, connects through double-deck short horizontal pole between two support columns, and two support columns are reverse setting.

The utility model discloses in constitute triangle-shaped after support column and stand and the horizontal pole in the outer frame are connected. Through the design of structure, let constitute triangle-shaped after turning support column, stand, horizontal pole and first bracing frame and the second bracing frame are connected, utilize the stable characteristic of triangle-shaped, through the uniqueness setting of structure, great improvement the stability of whole tower floor structure.

Above-mentioned technical scheme can find out, the utility model discloses following beneficial effect has:

1. the utility model discloses in a tower outer frame column structure, simple structure, reasonable in design realizes being connected building body and outer frame through the bracing frame, great improvement the stability of building to and the security that the later stage was used, combine building body and steel construction building simultaneously, be convenient for its later stage accomplish the setting of dysmorphism building, thereby let its better needs that satisfy the construction.

2. The utility model discloses in building body is the octagon, wherein is equipped with sharp line shape frame and oblique shape frame, the both sides of sharp line shape frame are located to the oblique shape frame. And the arrangement of the double-layer cross rods greatly improves the stability of the self structure of the outer frame, thereby further improving the stability and the support of the whole structure.

3. The utility model discloses in upper and lower transverse connection board is connected with the frame that appears to one side through vertical strength board. The stability of the self structure of the outer frame is greatly improved, and therefore the stability and the support of the whole structure are further improved.

4. The utility model discloses in the bracing frame is bilayer structure, great improvement the stability of connecting between outer frame and the building body and the security that the later stage was used to let its better needs that satisfy the production.

Drawings

Fig. 1 is a schematic structural diagram of the tower outer frame column structure of the present invention.

Detailed Description

The invention will be further elucidated with reference to the drawings and the specific embodiments.

Examples

A pylon outer frame column structure as shown in the drawings, comprising: the building comprises a building body 1, a group of outer frames 2 and a group of inclined strut frames 3, wherein the outer frames 2 are arranged on the outer side of the building body 1, and the inclined strut frames 3 are arranged between the outer frames 2 and the building body 1.

Further, the building body 1 is octagonal, wherein a linear frame 11 and an oblique frame 12 are arranged, and the oblique frame 12 is arranged on two sides of the linear frame 11.

Furthermore, be equipped with multiunit support column 21 and stand 22 in outer frame 2, support column 21 locates the outside of oblique frame 12 in building body 1, stand 22 locates between support column 21, and is on a parallel with the straight line outside of straight line frame 11 in building body 1, connect through double-deck horizontal pole 23 between support column 21 and the stand 22.

Further, the bracing frame 3 is two-layer about being equipped with, is last bracing layer 31 and lower bracing layer 32 respectively, just all be equipped with a set of first bracing frame 33 and a set of second bracing frame 34 in going up bracing layer 31 and the lower bracing layer 32, on first bracing frame 33 one end was fixed in support column 21, the other end was fixed in building body 1's corner, second bracing frame 34 one end is fixed in stand 22, and the other end is fixed in building body 1's corner together with first bracing frame 33.

Preferably, the support columns 21 are arc-shaped and are arranged oppositely, the two support columns 21 are connected through a double-layer short cross rod 24, and the two support columns 21 are arranged reversely.

Preferably, the supporting columns 21, the pillars 22 and the cross bars 23 in the outer frame 2 are connected to form a triangle.

The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications can be made without departing from the principles of the present invention, and these modifications should also be regarded as the protection scope of the present invention.

Claims

1. The utility model provides a tower outer frame post structure which characterized in that: the method comprises the following steps: building body (1), a set of outer frame (2) and a set of bracing frame (3), the outside of building body (1) is located in outer frame (2), bracing frame (3) are located between outer frame (2) and building body (1).

2. The pylon outer frame post structure of claim 1 wherein: the building body (1) is octagonal, a linear frame (11) and an inclined frame (12) are arranged in the octagonal, and the inclined frame (12) is arranged on two sides of the linear frame (11).

3. The pylon outer frame post structure of claim 1 wherein: be equipped with multiunit support column (21) and stand (22) in outer frame (2), the outside of oblique shape frame (12) in building body (1) is located in support column (21), between support column (21) is located in stand (22), and is on a parallel with the straight line outside of straight line shape frame (11) in building body (1), connect through double-deck horizontal pole (23) between support column (21) and stand (22).

4. The pylon outer frame post structure of claim 1 wherein: bracing frame (3) are two-layer about being equipped with, are last bracing layer (31) and lower bracing layer (32) respectively, just all be equipped with a set of first bracing frame (33) and a set of second bracing frame (34) in going up bracing layer (31) and lower bracing layer (32), on first bracing frame (33) one end was fixed in support column (21), the other end was fixed in the corner of building body (1), second bracing frame (34) one end is fixed in stand (22), and the other end is fixed in the corner of building body (1) with first bracing frame (33) together.

5. The pylon outer frame post structure of claim 3 wherein: support column (21) are the arc, and are to setting up, connect through double-deck short horizontal pole (24) between two support columns (21), and two support columns (21) are reverse setting.

6. The pylon outer frame post structure of claim 1 wherein: and the supporting columns (21) in the outer frame (2) are connected with the upright columns (22) and the cross bars (23) to form a triangle.