CN212200733U

CN212200733U - Tower floor knot system

Info

Publication number: CN212200733U
Application number: CN201922477866.2U
Authority: CN
Inventors: 葛方; 李敬; 余志刚; 卢文斌; 王东平
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: 2020-12-22
Anticipated expiration: 2029-12-31

Abstract

The utility model discloses a tower floor knot system, 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 outside the building body, the inclined strut frames are arranged between the outer frames and the building body, a group of stiffening plates are arranged between the inclined strut frames and the outer frames, and reinforcing plates are arranged between the building body and the outer frames. A tower floor knot system, 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 to accomplish the setting of dysmorphism building, thereby let its better needs that satisfy the construction.

Description

Tower floor knot system

Technical Field

The utility model belongs to the technical field of the steel construction building, in particular to tower floor knot system.

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 buildings, the concrete buildings and the steel structure buildings are often combined, especially the part of the foundation, and how to ensure the stability of the buildings after the concrete buildings and the steel structures are combined is a problem that a building unit is forced to solve.

SUMMERY OF THE UTILITY MODEL

Utility model purpose: in order to overcome not enough above, the utility model aims at providing a tower floor knot system, its simple structure, reasonable in design, easily production, 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 floor knot system, 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 outside the building body, the inclined strut frames are arranged between the outer frames and the building body, a group of stiffening plates are arranged between the inclined strut frames and the outer frames, and reinforcing plates are arranged between the building body and the outer frames.

A tower floor knot system, 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 to 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 turning support column and stand in the outer frame, the outside of oblique shape frame in the building body is located to the turning support column, the stand is located between the turning support column, and is on a parallel with the straight line outside of sharp line shape frame in the building body, all connect through double-deck horizontal pole between turning support column and the stand and between the adjacent coexistence post. 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 the turning support column is to setting up, connects through upper and lower transverse connection board between two turning support columns, 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.

The utility model discloses in the horizontal pole is located to the reinforcing plate and sharp between the line shape frame, and is located and is equipped with horizontal strength plate between two adjacent reinforcing plates in the middle.

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 turning support column, the other end was fixed in the corner of building body, second bracing frame one end was fixed in the stand, and the other end is fixed in the corner of building body with first bracing frame together, the strength plate is located between first bracing frame and the horizontal pole. 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 turning support column is the arc, and is to setting up, connects through double-deck short horizontal pole between two turning support columns, and two turning support columns are reverse setting.

The utility model discloses in constitute triangle-shaped after corner support column, stand, horizontal pole and first bracing frame and the second bracing frame 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. a tower floor knot system, 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 to 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 view of a tower floor knot system of the present invention.

Detailed Description

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

Examples

A tower storey system as shown in the figure, 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, the inclined strut frames 3 are arranged between the outer frames 2 and the building body 1, a group of stiffening plates 4 are arranged between the inclined strut frames 3 and the outer frames 2, and reinforcing plates 5 are arranged between the building body 1 and the outer frames 2.

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.

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

Preferably, the corner support columns 21 are arranged in a pair, the two corner support columns 21 are connected through upper and lower transverse connecting plates 6, and the upper and lower transverse connecting plates 6 are connected with the oblique frame 12 through the longitudinal stiffening plates 7.

Furthermore, the reinforcing plates 5 are arranged between the cross bar 23 and the linear frame 11, and a transverse stiffening plate 8 is arranged between two adjacent reinforcing plates 5 in the middle.

Further, the angle brace 3 is provided with an upper layer and a lower layer, which are an upper angle brace layer 31 and a lower angle brace layer 32, respectively, and the upper angle brace layer 31 and the lower angle brace layer 32 are both provided with a group of first angle brace 33 and a group of second angle brace 34, one end of the first angle brace 33 is fixed on the corner support column 21, the other end of the first angle brace is fixed at the corner of the building body 1, one end of the second angle brace 34 is fixed on the upright column 22, the other end of the second angle brace is fixed at the corner of the building body 1 together with the first angle brace 33, and the stiffening plate 4 is arranged between the first angle brace 21 and the cross rod 23.

Further preferably, the corner support columns 21 are arc-shaped and are arranged in a pair, the two corner support columns 21 are connected through a double-layer short cross rod 24, and the two corner support columns 21 are arranged in a reverse direction.

Preferably, the corner support posts 21, the upright posts 22 and the cross bar 23 in the outer frame 2 are connected to form a triangle.

Furthermore, the corner support columns 21, the upright columns 22, the cross bars 23, the first angle brackets 33 and the second angle brackets 34 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. A tower floor knot system which is 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), bracing frame (3) are equipped with a set of strength board (4) to outer frame (2) between, building body (1) are equipped with between outer frame (2) reinforcing plate (5).

2. The tower floor system 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 tower floor system of claim 1, wherein: be equipped with multiunit corner support post (21) and stand (22) in outer frame (2), the outside of oblique shape frame (12) in building body (1) is located in corner support post (21), between corner support post (21) is located in stand (22), and is on a parallel with the straight line outside of straight line frame (11) in building body (1), all connect through bilayer horizontal pole (23) between corner support post (21) and stand (22) and between two adjacent stands (22).

4. The tower floor system of claim 3, wherein: the corner support columns (21) are arranged in a pair mode, the two corner support columns (21) are connected through an upper transverse connecting plate and a lower transverse connecting plate (6), and the upper transverse connecting plate and the lower transverse connecting plate (6) are connected with the oblique frame (12) through the longitudinal stiffening plates (7).

5. The tower floor system of claim 3, wherein: the reinforcing plates (5) are arranged between the cross rod (23) and the linear frame (11), and a transverse stiffening plate (8) is arranged between two adjacent reinforcing plates (5) in the middle.

6. The tower floor system of claim 1, wherein: the 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 turning support column (21), the corner of building body (1) was fixed in to the other end, second bracing frame (34) one end is fixed in stand (22), and the corner of building body (1) is fixed in together with first bracing frame (33) to the other end, strength board (4) are located between first bracing frame (33) and horizontal pole (23).

7. The tower floor system of claim 3, wherein: the corner support columns (21) are arc-shaped and arranged oppositely, the two corner support columns (21) are connected through a double-layer short cross rod (24), and the two corner support columns (21) are arranged reversely.

8. The tower floor system of claim 1, wherein: corner support columns (21), upright columns (22), a cross rod (23), a first inclined support frame (33) and a second inclined support frame (34) in the outer frame (2) are connected to form a triangle.