CN212053463U - Steel construction anti-wind post - Google Patents
Steel construction anti-wind post Download PDFInfo
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- CN212053463U CN212053463U CN201922342723.0U CN201922342723U CN212053463U CN 212053463 U CN212053463 U CN 212053463U CN 201922342723 U CN201922342723 U CN 201922342723U CN 212053463 U CN212053463 U CN 212053463U
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- support
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- arm group
- pillar
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Abstract
The utility model discloses a steel structure wind-resistant column, which comprises a base and a support, wherein the support is fixedly connected with the base, the side of the support is provided with at least one support plate, one end of the support plate is fixedly connected with the support, the other end of the support plate is fixedly connected with the base, the wind-resistant column also comprises a support arm group, the number of the support arm group is the same as that of the support plate, one end of the support arm group is connected with the support plate, the other end of the support arm group is connected with the base, wherein, a triangular space is formed between the support plate, the support plate can stably support the support, in order to ensure that the structure of the support plate is more stable, the support arm group is arranged, the support arm group comprises a plurality of support arms with different lengths, and the support arms support the support plate. Compared with the prior art, the utility model discloses a structure is more stable, and is difficult for taking place to empty.
Description
Technical Field
The utility model relates to a steel construction technical field especially involves a steel construction anti-wind post.
Background
The anti-wind post is the structural component of individual layer industry factory building gable department, and the effect of anti-wind post mainly is the wind load of transmission gable, goes up to transmit for the roof system and as for whole framed bent bearing structure through being connected of hinge node and girder steel, transmits for the basis through being connected with the basis down, and the anti-wind post generally sets up in brick-concrete structure house both ends gable, resists horizontal wind load, couples together the anti-wind post in the horizontal direction, plays the reinforced concrete roof beam of whole reinforcement effect and simply called anti-wind crossbeam.
General high-rise, inside big space, the brick concrete structure house that the lateral wall is few, often use anti-wind post like industry factory building, macro-warehouse etc. the structure of present anti-wind post is not stable enough, takes place the slope easily, for this reason, the utility model discloses a steel construction anti-wind post compares in prior art, the utility model discloses a structure stability more, and difficult emergence is emptyd.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome prior art not enough, provide a steel construction anti-wind post to solve prior art anti-wind post structure stable inadequately, take place the technical problem of empting easily under the effect of external force, compare in prior art, the utility model discloses a structure stability more, and difficult emergence is emptyd.
The utility model discloses a realize through following technical scheme: including base and pillar, pillar fixed connection base, pillar side is provided with at least one backup pad, backup pad one end fixed connection pillar, backup pad other end fixed connection base, anti-wind post is still including supporting arm group, the figure of supporting arm group is the same with the figure of backup pad, supporting arm group one end joint support board, the other end support of supporting arm group connects the base, wherein, the backup pad, form the space of three horn shapes between pillar and the base, the backup pad can carry out stable support to the pillar, in order to make the structure of backup pad more stable, be provided with supporting arm group, supporting arm group includes the different support arm of a plurality of lengths, a plurality of support arms can set up independently, also can be a whole, the support arm supports the backup pad, thereby consolidate the structure of backup pad.
Preferably, in order to conveniently maintain and replace the support plate, the support plate is detachably connected with the support column through a fastener, a worker can also select the position where the support plate is installed according to requirements, and one support plate can be installed on one side wall of the support column.
Preferably, a plurality of first openings are formed in one side wall of the supporting plate, a first limiting groove is formed in the side wall of the base, the number of the first limiting grooves is two times that of the first openings, the lower end of the supporting arm set is embedded in the first limiting groove, the upper end of the supporting arm set is embedded in the first openings, the supporting arm set is detachably connected with the base and the supporting plate, the supporting arm set can be vertically connected with the base, and the supporting arm set can be obliquely arranged on the surface of the base.
Preferably, the pillars are H-shaped steel.
Preferably, four first notches are seted up to the lateral wall symmetry about H shaped steel, and two second notches have been seted up to a set of parallel lateral wall symmetry of H shaped steel, and a set of parallel lateral wall of T shaped plate is inlayed in first notch, and another lateral wall of T shaped plate is inlayed in the second notch, and the setting of T shaped plate can be strengthened the structure of H shaped steel.
The utility model discloses a steel construction anti-wind post compares with prior art:
the utility model discloses a space of formation triangle-shaped between backup pad, pillar and the base, the backup pad can carry out stable support to the pillar, and in order to make the structure of backup pad more stable, be provided with the support arm group, the support arm group includes the support arm of a plurality of length differences, and a plurality of support arms can independently set up, also can be for a whole, and the support arm supports the backup pad to consolidate the structure of backup pad, thereby the utility model discloses a structure stability more, and difficult emergence is emptyd.
Drawings
Fig. 1 is a schematic structural view of the present invention in embodiment 1;
FIG. 2 is a schematic structural view of a support plate in embodiment 1;
FIG. 3 is a schematic structural view of a base in embodiment 1;
fig. 4 is a schematic structural view of the present invention in embodiment 2;
FIG. 5 is a schematic structural view of a support plate in embodiment 2;
FIG. 6 is a schematic structural view of a base in embodiment 2;
fig. 7 is a top view of the strut.
In the figure: 1. a pillar; 11. h-shaped steel; 12. a first notch; 13. a second notch; 14. a T-shaped plate; 2. a support plate; 21. A first gap; 3. a support arm group; 4. a base; 41. a first limit groove.
Detailed Description
The embodiments of the present invention will be described in detail below, and the present embodiment is implemented on the premise of the technical solution of the present invention, and a detailed implementation manner and a specific operation process are given, but the scope of the present invention is not limited to the following embodiments.
Example 1
In order to repair and replace the support plate 2 conveniently, the support plate 2 is detachably connected with the support column 1 through a fastener, a worker can select the position where the support plate 2 is installed according to requirements, and one side wall of the support column 1 can be provided with one support plate 2.
A plurality of first openings 21 have been seted up to 2 lateral walls of backup pad, first spacing groove 41 has been seted up to the lateral wall on base 4, and first spacing groove 41 figure is the twice of first opening 21 figure, and 3 lower extremes of support arm group are inlayed and first spacing groove 41, and 3 upper ends of support arm group are inlayed and are first opening 21, and wherein, can dismantle between support arm group 3 and base 4 and the backup pad 2 and be connected, and support arm group 3 can connect base 1 perpendicularly.
As shown in fig. 7, the pillar 1 is an H-shaped steel 11, four first notches 12 are symmetrically formed in left and right side walls of the H-shaped steel 11, two second notches 13 are symmetrically formed in a group of parallel side walls of the H-shaped steel 11, a group of parallel side walls of a T-shaped plate 14 is embedded in the first notches 12, the other side wall of the T-shaped plate 14 is embedded in the second notches 13, and the structure of the H-shaped steel 11 can be reinforced by the arrangement of the T-shaped plate 14.
Example 2
As shown in fig. 7, the pillar 1 is an H-shaped steel 11, four first notches 12 are symmetrically formed in left and right side walls of the H-shaped steel 11, two second notches 13 are symmetrically formed in a group of parallel side walls of the H-shaped steel 11, a group of parallel side walls of a T-shaped plate 14 is embedded in the first notches 12, the other side wall of the T-shaped plate 14 is embedded in the second notches 13, and the structure of the H-shaped steel 11 can be reinforced by the arrangement of the T-shaped plate 14.
The difference between the embodiment 2 and the embodiment 1 is that in the embodiment 2, the first gap 21 and the first limit groove 41 are formed at different angles, and the support arm group 3 is connected to the base 4 in an inclined manner.
Above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the design of the present invention, equivalent replacement or change should be covered within the protection scope of the present invention.
Claims (5)
1. The utility model provides a steel construction anti-wind post, includes base (4) and pillar (1), pillar (1) fixed connection base (4), pillar (1) side is provided with at least one backup pad (2), backup pad (2) one end fixed connection pillar (1), backup pad (2) other end fixed connection base (4), its characterized in that, anti-wind post is still including support arm group (3), the figure of support arm group (3) with the figure of backup pad (2) is the same, support arm group (3) one end joint support board (2), the other end support of support arm group (3) connects base (4).
2. A steel structural wind resistant column according to claim 1, characterized in that said support plate (2) is detachably connected to said support column (1) by means of fasteners.
3. A wind-resistant column with steel structure as claimed in claim 2, wherein a plurality of first openings (21) are formed on one side wall of the supporting plate (2), a first limiting groove (41) is formed on the side wall of the base (4), the number of the first limiting grooves (41) is twice as large as the number of the first openings (21), the first limiting groove (41) is embedded on the lower end of the supporting arm set (3), and the first openings (21) are embedded on the upper end of the supporting arm set (3).
4. A wind-resistant column of steel construction according to any one of claims 1 to 3, characterized in that said columns (1) are H-section steel (11).
5. The wind-resistant column with the steel structure as claimed in claim 4, wherein four first notches (12) are symmetrically formed on the left and right side walls of the H-shaped steel (11), two second notches (13) are symmetrically formed on a group of parallel side walls of the H-shaped steel (11), a group of parallel side walls of the T-shaped plate (14) is embedded in the first notches (12), and the other side wall of the T-shaped plate (14) is embedded in the second notches (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922342723.0U CN212053463U (en) | 2019-12-24 | 2019-12-24 | Steel construction anti-wind post |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922342723.0U CN212053463U (en) | 2019-12-24 | 2019-12-24 | Steel construction anti-wind post |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212053463U true CN212053463U (en) | 2020-12-01 |
Family
ID=73512616
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922342723.0U Active CN212053463U (en) | 2019-12-24 | 2019-12-24 | Steel construction anti-wind post |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212053463U (en) |
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2019
- 2019-12-24 CN CN201922342723.0U patent/CN212053463U/en active Active
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