CN211949132U - Tower crown structure - Google Patents
Tower crown structure Download PDFInfo
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- CN211949132U CN211949132U CN201922477911.4U CN201922477911U CN211949132U CN 211949132 U CN211949132 U CN 211949132U CN 201922477911 U CN201922477911 U CN 201922477911U CN 211949132 U CN211949132 U CN 211949132U
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Abstract
The utility model discloses a tower crown structure, include: building subject, outer frame and crown top girder steel structure, wherein, each corner of outer frame is equipped with the node post, connect through transverse connection frame between the node post, outer frame locates building subject's the outside, transverse connection frame is connected with building subject through vertical support frame, crown top girder steel structure locates building subject's top, and its both ends are connected with outer frame through a set of first bracing frame and second bracing frame respectively, just crown top girder steel structure's below is passed through the support column and is connected with building subject. The utility model discloses in a tower crown structure, it combines together through the outer frame of building subject and steel construction and crown top girder steel structure, lets it under the circumstances of assurance stability, forms the special-shaped shape of design, has optimized the structure of whole tower crown, great improvement the stability and the support nature of whole tower crown structure, improve the security of the stability and the use of whole building.
Description
Technical Field
The utility model belongs to the technical field of the steel construction building, in particular to tower crown 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; and 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 again and the like.
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.
The tower crown is usually the topmost structure of a building, the position of the tower crown is usually higher, most of common crown top structures are regular, however, the general landmark high-rise buildings have certain special requirements on the structural design, and the tower crown is not realized by the current concrete building.
Disclosure of Invention
Utility model purpose: in order to overcome not enough above, the utility model aims at providing a tower crown structure, its simple structure, reasonable in design combines together through the outer frame of building subject and steel construction and crown top girder steel structure, lets it under the circumstances of assurance stability, forms the special-shaped shape of design, has optimized the structure of whole tower crown, great improvement the stability and the support nature of whole tower crown structure.
The technical scheme is as follows: in order to achieve the above object, the utility model provides a tower crown structure, include: building subject, outer frame and crown top girder steel structure, wherein, each corner of outer frame is equipped with the node post, connect through transverse connection frame between the node post, outer frame locates building subject's the outside, transverse connection frame is connected with building subject through vertical support frame, crown top girder steel structure locates building subject's top, and its both ends are connected with outer frame through a set of first bracing frame and second bracing frame respectively, just crown top girder steel structure's below is passed through the support column and is connected with building subject.
The utility model discloses in a tower crown structure, it combines together through the outer frame of building subject and steel construction and crown top girder steel structure, lets it under the circumstances of assurance stability, forms the special-shaped shape of design, has optimized the structure of whole tower crown, great improvement the stability and the support nature of whole tower crown structure, improve the security of the stability and the use of whole building.
The utility model discloses in be equipped with bottom support frame, middle level support frame, upper strata support frame, first shore and second shore in the outer frame, the top of bottom support frame is located to the middle level support frame, the top of middle level support frame is located to the upper strata support frame, the one end of column crown structure is located to first shore, one side of first shore is located to the second shore, connect through the bracing beam between second shore and the first shore, and the second shore passes through the bracing beam and is connected with the node post on the middle level support frame.
The bottom layer support frame, middle level support frame, upper strata support frame, first shore and second shore in the outer frame construction set up great improvement outer frame construction's stability, also can play certain guard action to the building subject simultaneously to further optimize whole crown structure, let its better satisfied construction requirement.
The utility model discloses in the periphery that lies in the building subject on the middle level support frame is equipped with a set of support column, first bracing frame one end is fixed in crown top girder steel structural connection, and the other end is connected with the top of support column. The supporting columns can further enhance the supporting performance of the periphery, and the stability of the whole structure is further improved.
The utility model discloses in be equipped with a set of curb plate and a set of roof among the hat top girder steel structure, the tip of both sides board is located to the roof, be equipped with third bearing diagonal frame between the board of both sides.
The utility model discloses in the inboard of bracing beam is connected with the building subject through fourth bracing frame.
The utility model discloses in be equipped with between bottom support frame, the well layer support frame and strengthen the horizontal pole, just connect through vertical enhancement post between bottom support frame, the enhancement horizontal pole and the well layer support frame.
The utility model discloses in be equipped with horizontal stiffening plate between the longitudinal support frame.
Above-mentioned technical scheme can find out, the utility model discloses following beneficial effect has:
1. the utility model discloses in a tower crown structure, it combines together through the outer frame of building subject and steel construction and crown top girder steel structure, lets it under the circumstances of assurance stability, forms the special-shaped shape of design, has optimized the structure of whole tower crown, great improvement the stability and the support nature of whole tower crown structure, improve the security of the stability and the use of whole building.
2. The utility model discloses in the outer frame construction bottom layer support frame, middle level support frame, upper strata support frame, first shore and second shore set up great improvement outer frame construction's stability, also can play certain guard action to the building subject simultaneously to further optimize whole crown structure, let its better satisfied construction requirement.
3. The utility model discloses in the periphery that lies in the building subject on the middle level support frame is equipped with a set of support column, first bracing frame one end is fixed in crown top girder steel structural connection, and the other end is connected with the top of support column. The supporting columns can further enhance the supporting performance of the periphery, and the stability of the whole structure is further improved.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic diagram of a further optimized structure of the present invention.
Detailed Description
The invention will be further elucidated with reference to the drawings and the specific embodiments.
Examples
A tower crown structure as shown, comprising: building subject 1, outer frame 2 and crown top girder steel structure 3, wherein, each corner of outer frame 2 is equipped with node post 4, connect through transverse connection frame 5 between the node post 4, outer frame 2 locates the outside of building subject 1, transverse connection frame 5 is connected with building subject 1 through longitudinal support frame 6, crown top girder steel structure 3 locates the top of building subject 1, and its both ends are connected with outer frame 2 through a set of first bracing frame 7 and second bracing frame 8 respectively, just crown top girder steel structure 3's below is connected with building subject 1 through support column 9.
Further, be equipped with bottom support frame 21, middle level support frame 22, upper strata support frame 23, first top strut 24 and second top strut 25 in outer frame 2, the top of bottom support frame 21 is located to middle level support frame 22, the top of middle level support frame 22 is located to upper strata support frame 23, the one end of crown structure is located to first top strut 24, one side of first top strut 24 is located to second top strut 25, connect through bracing beam 26 between second top strut 25 and the first top strut 24, and second top strut 25 is connected through bracing beam 26 and the nodal point post 4 on the middle level support frame 22.
Preferably, a group of supporting columns 9 is arranged on the middle supporting frame 22 and positioned at the periphery of the building main body 1, one end of the first inclined supporting frame 7 is fixed on the crown top steel beam structure 3 and connected, and the other end of the first inclined supporting frame is connected with the tops of the supporting columns 9.
Further, a group of side plates 31 and a group of top plates 32 are arranged in the crown-top steel beam structure 3, the top plates 32 are arranged at the end parts of the two side plates 31, and a third inclined bracket 33 is arranged between the two side plates 31.
Further, the inner side of the raker beam 26 is connected with the building body 1 through a fourth raker frame 27.
Further, a reinforcing cross bar 10 is arranged between the bottom layer support frame 21 and the middle layer support frame 22, and the bottom layer support frame 21, the reinforcing cross bar 10 and the middle layer support frame 22 are connected through a vertical reinforcing column 11.
Preferably, a transverse stiffening plate 61 is arranged between the longitudinal support frames 6.
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 (8)
1. A crown structure, characterized by: the method comprises the following steps: building subject (1), outer frame (2) and crown top steel beam structure (3), wherein, each corner of outer frame (2) is equipped with node post (4), connect through transverse connection frame (5) between node post (4), the outside of building subject (1) is located in outer frame (2), transverse connection frame (5) are connected with building subject (1) through longitudinal support frame (6), the top of building subject (1) is located in crown top steel beam structure (3), and its both ends are connected with outer frame (2) through a set of first bracing frame (7) and second bracing frame (8) respectively, just the below of crown top steel beam structure (3) is passed through support column (9) and is connected with building subject (1).
2. The crown structure of claim 1, wherein: be equipped with bottom support frame (21), middle level support frame (22), upper strata support frame (23), first top prop post (24) and second top prop post (25) in outer frame (2), the top of bottom support frame (21) is located in middle level support frame (22), the top of middle level support frame (22) is located in upper strata support frame (23), the one end of tower crown structure is located in first top prop post (24), one side of first top prop post (24) is located in second top prop post (25), connect through raking beam (26) between second top prop post (25) and the first top prop post (24), and second top prop post (25) are connected through raking beam (26) and nodal point post (4) on middle level support frame (22).
3. The crown structure of claim 2, wherein: a group of supporting columns (9) are arranged on the middle layer supporting frame (22) and located on the periphery of the building main body (1), one end of the first inclined supporting frame (7) is fixed to the crown top steel beam structure (3) and connected, and the other end of the first inclined supporting frame is connected with the tops of the supporting columns (9).
4. The crown structure of claim 1, wherein: a group of side plates (31) and a group of top plates (32) are arranged in the crown top steel beam structure (3), the top plates (32) are arranged at the end parts of the two side plates (31), and third inclined brackets (33) are arranged between the two side plates (31).
5. The crown structure of claim 2, wherein: the inner side of the inclined supporting beam (26) is connected with the building main body (1) through a fourth inclined supporting frame (27).
6. The crown structure of claim 2, wherein: and a reinforcing cross rod (10) is arranged between the bottom layer support frame (21) and the middle layer support frame (22), and the bottom layer support frame (21), the reinforcing cross rod (10) and the middle layer support frame (22) are connected through a vertical reinforcing column (11).
7. The crown structure of claim 1, wherein: and a transverse stiffening plate (61) is arranged between the longitudinal supporting frames (6).
8. The crown structure of claim 4, wherein: the side plates (31) are H-shaped steel beams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922477911.4U CN211949132U (en) | 2019-12-31 | 2019-12-31 | Tower crown structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922477911.4U CN211949132U (en) | 2019-12-31 | 2019-12-31 | Tower crown structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211949132U true CN211949132U (en) | 2020-11-17 |
Family
ID=73181529
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922477911.4U Active CN211949132U (en) | 2019-12-31 | 2019-12-31 | Tower crown structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211949132U (en) |
-
2019
- 2019-12-31 CN CN201922477911.4U patent/CN211949132U/en active Active
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee after: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. Address before: 214200 Zhang Zhu Zhen Bai Jia Cun, Yixing City, Wuxi City, Jiangsu Province Patentee before: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. |