CN217175978U - Steel factory building connection structure - Google Patents
Steel factory building connection structure Download PDFInfo
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- CN217175978U CN217175978U CN202123069017.7U CN202123069017U CN217175978U CN 217175978 U CN217175978 U CN 217175978U CN 202123069017 U CN202123069017 U CN 202123069017U CN 217175978 U CN217175978 U CN 217175978U
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Abstract
The utility model provides a steel factory building connecting structure, which comprises a gable wall and an anti-wind column arranged in the gable wall; wherein, the lower part of the gable is a standard surface, and the upper part of the gable is an extension surface; the extension face is convex towards the outside than the standard face, and the anti-wind post is including setting up last anti-wind post in the extension face and setting up the lower anti-wind post in the standard face, at last anti-wind post the bottom with be provided with the anti-wind truss down between the top of anti-wind post to make the anti-wind truss form the rigid domain in anti-wind post disconnection department, and then strengthened the intensity and the rigidity of anti-wind post, guarantee that the structure can not at first destroy anti-wind post junction when destroying, so, make the upper portion and the sub-unit connection of anti-wind post be a whole, improve the stability of whole steel factory building then.
Description
Technical Field
The utility model relates to a construction field, more specifically relates to a steel factory building connection structure.
Background
The overweight large-scale steel construction factory building is the important building of steel mill and thermal power factory, and the anti-wind post is the indispensable component of steel construction factory building, and the anti-wind post is perpendicular ground's integrative post usually, nevertheless often appears the not satisfied condition of present space operation requirement of steel construction factory building in the in-service use, if outwards extend the well upper portion with the steel construction factory building gable, then can lead to anti-wind post upper portion and lower part disconnection, therefore lead to the structural stability of whole gable relatively poor.
Therefore, a steel mill house connection structure which has a simple structure and is convenient to install and improves the stability of the gable wall and the whole steel mill house is needed.
SUMMERY OF THE UTILITY MODEL
In view of the above problem, the utility model aims at providing a steel factory building connection structure to solve the condition that the unsatisfied present space operation requirement of steel construction factory building often appears in the in-service use, if outwards extend the well upper portion of steel construction factory building gable, then can lead to anti-wind post upper portion and lower part disconnection, therefore lead to the relatively poor problem of structural stability of whole gable.
The utility model provides a steel factory building connection structure, which comprises a gable wall and an anti-wind column arranged in the gable wall; wherein the content of the first and second substances,
the lower part of the gable is a standard surface, and the upper part of the gable is an extension surface;
the extension surface is convex outward than the standard surface;
the wind-resistant column comprises an upper wind-resistant column arranged in the extension surface and a lower wind-resistant column arranged in the standard surface; and the number of the first and second electrodes,
and a wind-resistant truss is arranged between the bottom end of the upper wind-resistant column and the top end of the lower wind-resistant column.
Preferably, the wind-resistant truss is horizontally arranged and is perpendicular to the upper wind-resistant column and the lower wind-resistant column.
Preferably, the wind-resistant truss is a cuboid.
Preferably, the width of the wind-resistant truss is a width of the extension face protruding outwards compared with the standard face;
the height of the wind-resistant truss is the height of the bottom of the upper wind-resistant column and the height of the top of the lower wind-resistant column, which are coincided in the vertical direction.
Preferably, the wind-resistant truss's top and below are provided with the girder steel respectively, just the both ends of girder steel with go up the anti-wind post with anti-wind post looks welded fastening down.
Preferably, a support frame is arranged between the upper part and the lower part of the wind-resistant truss.
Preferably, the top end of the upper wind-resistant column is hinged with a roof structure of the section steel factory building.
Preferably, be in go up the bottom of anti-wind post with be provided with 4 anti-wind trusses down between the top of anti-wind post, two liang of connecing between the anti-wind truss.
Preferably, the wind-resistant truss is hinged and fixed with the upper wind-resistant column or the lower wind-resistant column.
As can be seen from the above description, the steel mill house connection structure provided by the present invention includes a gable wall and a wind-resistant column disposed in the gable wall; wherein, the lower part of the gable is a standard surface, and the upper part of the gable is an extension surface; the extension face is convex towards the outside than the standard face, and the anti-wind post is including setting up last anti-wind post in the extension face and setting up the lower anti-wind post in the standard face, at last anti-wind post the bottom with be provided with the anti-wind truss down between the top of anti-wind post to make the anti-wind truss form the rigid domain in anti-wind post disconnection department, and then strengthened the intensity and the rigidity of anti-wind post, guarantee that the structure can not at first destroy anti-wind post junction when destroying, so, make the upper portion and the sub-unit connection of anti-wind post be a whole, improve the stability of whole steel factory building then.
Drawings
Other objects and results of the present invention will become more apparent and more readily appreciated as the same becomes better understood by reference to the following description and appended claims, taken in conjunction with the accompanying drawings. In the drawings:
fig. 1 is a schematic structural view of a gable wall and a wind-resistant column in a steel mill house connection structure according to an embodiment of the present invention;
fig. 2 is a plan view of a wind-resistant truss in the steel mill house connection structure according to the embodiment of the present invention;
wherein the reference numerals include:
1. standard surface; 2. an extension plane; 3. a wind-resistant truss; 4. an upper wind resisting column; 5. a wind-resistant column is arranged; 6. the width of the wind-resistant truss; 7. the height of the wind-resistant truss; 8. a steel beam; 9. a support frame; 10. the length of the wind-resistant truss; 11. a ground surface; a fixture.
The same reference numbers in all figures indicate similar or corresponding features or functions.
Detailed Description
The anti-wind post is the indispensable component of steel construction factory building, and the anti-wind post is perpendicular ground's integrative post usually, nevertheless often appears the not satisfied condition of present space operation requirement of steel construction factory building in-service use, if outwards extend the well upper portion of steel construction factory building gable, then can lead to anti-wind post upper portion and lower part disconnection, therefore the structural stability who leads to whole gable is relatively poor.
To the above problem, the utility model provides a steel factory building connection structure, it is right below will combine the drawing the utility model discloses a concrete embodiment carries out detailed description.
The following description of the exemplary embodiment(s) is merely illustrative in nature and is in no way intended to limit the invention, its application, or uses. Techniques and apparatus known to those of ordinary skill in the relevant art may not be discussed in detail, but are intended to be part of the specification where appropriate.
In order to illustrate the steel mill house connection structure provided by the present invention, fig. 1 is a schematic structural view of a gable wall and a wind-resistant column of the steel mill house connection structure of the present embodiment; fig. 2 is a plan view of a wind-resistant cross frame in a steel mill house connection structure according to an embodiment of the present invention.
As shown in fig. 1 and 2, the utility model provides a steel mill house connection structure, which comprises a gable wall and a wind-resistant column arranged in the gable wall; in actual use, the situation that the steel structure factory building does not meet the use requirements of the existing space often occurs, so that the middle upper part of the gable of the steel structure factory building extends outwards, the middle lower part of the gable keeps unchanged, the lower part of the gable is a standard surface 1 and is arranged perpendicular to the ground 11, and the upper part of the gable is an extension surface 2; the extension face 2 protrudes outward from the standard face 1; correspondingly, the wind-resistant columns arranged in the gable wall are also separated, so that the wind-resistant columns comprise an upper wind-resistant column 4 arranged in the extension plane and a lower wind-resistant column 5 arranged in the standard plane; be provided with anti-wind truss 3 between the bottom of last anti-wind post 4 and the top of anti-wind post 5 down, make horizontal truss 3 form the rigid domain in anti-wind post disconnection department, and then strengthened the intensity and the rigidity of anti-wind post, guarantee that the structure can not at first take place in anti-wind post junction when destroying, so guarantee on anti-wind post and anti-wind post down form a whole in the junction.
In the embodiment shown in fig. 1 and 2, the wind-resistant truss 3 is horizontally arranged and is perpendicular to the upper wind-resistant column 4 and the lower wind-resistant column 5, so that the plane formed based on the wind-resistant truss is horizontal, which is more beneficial to the stability of the whole steel mill house structure.
In the embodiment shown in fig. 1 and 2, the wind-resistant truss 3 is a rectangular parallelepiped, the width of the width 6 of the wind-resistant truss is the width of the extending surface protruding outward compared with the standard surface, the length of the height 7 of the wind-resistant truss is the height of the bottom of the upper wind-resistant column and the top of the lower wind-resistant column coinciding in the vertical direction, so that the wind-resistant truss and the wind-resistant column are arranged more closely, the length of the wind-resistant truss is not limited in particular, as shown in fig. 2, the length of the wind-resistant truss is not limited in particular, and may be equal to the length of the wind-resistant column, or may be spliced by a plurality of wind-resistant trusses, so that the length of the plurality of wind-resistant trusses is equal to the length of the wind-resistant column, in this embodiment, 4 wind-resistant trusses are arranged between the bottom end of the upper wind-resistant column and the top end of the lower wind-resistant column, the wind-resistant trusses are connected in pairs, and the wind-resistant trusses are fixed by 12, the wind-resistant trusses 12 may be any fixing members having fixing function such as connecting bolts or steel fixing members, namely, the lengths of the four wind-resistant trusses are equal to the lengths of the wind-resistant columns, so that the wind-resistant trusses are convenient to manufacture.
In the embodiment shown in fig. 1 and 2, a steel beam 8 is respectively disposed above and below the wind-resistant truss 3, and two ends of the steel beam 8 are welded and fixed to the upper wind-resistant column and the lower wind-resistant column, the steel beam is used for bearing, supporting and fixedly connecting the wind-resistant truss, so that the wind-resistant truss is more stable in fixing property and stability, a support frame is disposed between the upper side and the lower side of the wind-resistant truss, in the embodiment, the support frame is used for stabilizing the structure of the rectangular wind-resistant truss, the upper side of the support frame 9 is fixed to the upper left corner of the wind-resistant truss, the lower side of the support frame 9 is fixed to the lower right corner of the support truss, the upper side of the support frame 9 is fixed to the upper right corner of the wind-resistant truss, and the lower side of the support frame 9 is fixed to the lower left corner of the support truss, that is disposed in a diagonal manner, so as to improve the stability of the wind-resistant truss.
In the embodiment shown in fig. 1 and 2, the top end of the upper wind-resistant column 4 is hinged with the roof structure of the steel factory building, and the wind-resistant truss 3 is hinged and fixed with the upper wind-resistant column 4 or the lower wind-resistant column 5, so that the stability of the steel factory building structure is improved.
As mentioned above, the steel factory building connection structure provided by the utility model comprises a gable wall and a wind-resistant column arranged in the gable wall; wherein, the lower part of the gable is a standard surface, and the upper part of the gable is an extension surface; the extension face is convex towards the outside than the standard face, and the anti-wind post is including setting up last anti-wind post in the extension face and setting up the lower anti-wind post in the standard face, at last anti-wind post the bottom with be provided with the anti-wind truss down between the top of anti-wind post to make the anti-wind truss form the rigid domain in anti-wind post disconnection department, and then strengthened the intensity and the rigidity of anti-wind post, guarantee that the structure can not at first destroy anti-wind post junction when destroying, so, make the upper portion and the sub-unit connection of anti-wind post be a whole, improve the stability of whole steel factory building then.
The steel mill house connection structure according to the present invention is described above by way of example with reference to the accompanying drawings. However, it should be understood by those skilled in the art that various modifications can be made to the steel mill house connection structure proposed by the present invention without departing from the scope of the present invention. Therefore, the scope of the present invention should be determined by the content of the appended claims.
Claims (9)
1. A steel mill house connecting structure is characterized by comprising a gable and a wind-resistant column arranged in the gable; wherein, the first and the second end of the pipe are connected with each other,
the lower part of the gable is a standard surface, and the upper part of the gable is an extension surface;
the extension surface is convex outward than the standard surface;
the wind-resistant column comprises an upper wind-resistant column arranged in the extension surface and a lower wind-resistant column arranged in the standard surface; and the number of the first and second electrodes,
and a wind-resistant truss is arranged between the bottom end of the upper wind-resistant column and the top end of the lower wind-resistant column.
2. The steel mill house connection structure according to claim 1,
the wind-resistant truss is horizontally arranged and is perpendicular to the upper wind-resistant column and the lower wind-resistant column.
3. The steel mill house connection structure according to claim 1,
the wind-resistant truss is a cuboid.
4. The steel mill house connection structure according to claim 3,
the width of the wind-resistant truss is the width of the extension surface protruding outwards compared with the standard surface;
the high length of the wind-resistant truss is the height of the bottom of the upper wind-resistant column and the top of the lower wind-resistant column coinciding in the vertical direction.
5. The steel mill house connection structure according to claim 1,
the top and the below of anti-wind truss are provided with the girder steel respectively, just the both ends of girder steel with go up anti-wind post with anti-wind post looks welded fastening down.
6. The steel mill house connection structure according to claim 5,
and a support frame is arranged between the upper part and the lower part of the wind-resistant truss.
7. The steel mill house connection structure according to claim 1,
the top end of the upper wind-resistant column is hinged with a roof structure of the steel factory building.
8. The steel mill house connection structure according to claim 1,
the bottom of going up the anti-wind post with be provided with 4 anti-wind trusses down between the top of anti-wind post, two liang of connecing between the anti-wind truss.
9. The steel mill house connection structure according to claim 1,
the wind-resistant truss is hinged and fixed with the upper wind-resistant column or the lower wind-resistant column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123069017.7U CN217175978U (en) | 2021-12-08 | 2021-12-08 | Steel factory building connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123069017.7U CN217175978U (en) | 2021-12-08 | 2021-12-08 | Steel factory building connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217175978U true CN217175978U (en) | 2022-08-12 |
Family
ID=82714316
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123069017.7U Active CN217175978U (en) | 2021-12-08 | 2021-12-08 | Steel factory building connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217175978U (en) |
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2021
- 2021-12-08 CN CN202123069017.7U patent/CN217175978U/en active Active
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Effective date of registration: 20220913 Address after: 100176, No. 1, Kangding street, Daxing District economic and Technological Development Zone, Beijing, B2 Patentee after: CHINA HUAYE GROUP Co.,Ltd. Patentee after: TIANJIN HUAYE ENGINEERING DESIGN Co.,Ltd. Address before: 100176 block B2, No. 1, Kangding street, Beijing Economic and Technological Development Zone, Daxing District, Beijing Patentee before: CHINA HUAYE GROUP Co.,Ltd. |