CN219638136U - Wind-resistant column corner support node - Google Patents
Wind-resistant column corner support node Download PDFInfo
- Publication number
- CN219638136U CN219638136U CN202321357742.0U CN202321357742U CN219638136U CN 219638136 U CN219638136 U CN 219638136U CN 202321357742 U CN202321357742 U CN 202321357742U CN 219638136 U CN219638136 U CN 219638136U
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- wind
- roof
- resistant column
- corner
- plate
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 32
- 239000010959 steel Substances 0.000 claims abstract description 32
- 230000006835 compression Effects 0.000 claims abstract description 9
- 238000007906 compression Methods 0.000 claims abstract description 9
- 238000000034 method Methods 0.000 claims abstract description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000007792 addition Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model provides a wind-resistant column corner support node, which is connected to a wind-resistant column through the lower end of a corner support, and solves the problem that a node plate cannot be lofted due to collision of a beam with too small height. The utility model comprises a roof girder steel, a wind-resistant column, a roof compression bar, an end node plate, a roof girder stiffening plate, a corner brace, an upper end node plate and a lower end node plate; the lower end of the roof steel girder is fixedly connected with the wind-resistant column; the roof girder stiffening plate is fixed on the roof girder steel; one end of the end node plate is fixedly connected with the roof girder stiffening plate, and the other end of the end node plate is fixedly connected with the roof compression bar; the upper end node plate is fixed on the roof pressure bar; the method is characterized in that: the lower end node plate is fixed on the wind-resistant column; the upper end of the corner brace is fixedly connected with the upper end node plate, and the lower end of the corner brace is fixedly connected with the lower end node plate.
Description
Technical Field
The utility model relates to an anti-wind column corner support node which is mainly used for connecting an anti-wind column on a wall surface of a mountain of a steel structure factory with a roof steel beam.
Background
The wind-resistant column is generally used for bearing wind load of the wall surface of a mountain of a steel structure factory, the force of the column top is transmitted through a roof steel beam, and in order to ensure that torsion is not generated outside the steel beam surface, a corner brace is additionally arranged to form a triangular stable system. The general corner brace way is connected on girder steel stiffening plate, and when the height of roof beam is less then the gusset plate collision is serious, can't loft unloading.
Disclosure of Invention
The utility model aims to overcome the defects in the prior art, and provides the wind-resistant column corner support node with reasonable structural design, which is connected to a wind-resistant column through the lower end of the corner support, so that the problem that the node plate cannot be lofted due to collision of a beam with too small height is solved.
The utility model solves the problems by adopting the following technical scheme: a wind-resistant column corner support node comprises a roof steel girder, a wind-resistant column, a roof compression bar, an end node plate, a roof girder stiffening plate, a corner support, an upper end node plate and a lower end node plate; the lower end of the roof steel girder is fixedly connected with the wind-resistant column; the roof girder stiffening plate is fixed on the roof girder steel; one end of the end node plate is fixedly connected with the roof girder stiffening plate, and the other end of the end node plate is fixedly connected with the roof compression bar; the upper end node plate is fixed on the roof pressure bar; the method is characterized in that: the lower end node plate is fixed on the wind-resistant column; the upper end of the corner brace is fixedly connected with the upper end node plate, and the lower end of the corner brace is fixedly connected with the lower end node plate.
The utility model further comprises a high-strength bolt, wherein the lower end of the roof steel beam is fixedly connected with the wind-resistant column through the high-strength bolt.
The roof steel beam adopts I-steel.
The stiffening plates of the roof girder are fixed on the upper flange, the lower flange and the web plate at two sides of the roof girder.
The corner brace disclosed by the utility model mainly comprises a plurality of short rod corner braces, and two adjacent short rod corner braces are connected and fixed.
The utility model also comprises a filling plate, and two adjacent short rod corner supports are fixedly connected through the filling plate.
The lower end gusset of the present utility model is aligned with the web of the wind post.
The included angle between the corner brace and the wind-resistant column is 45-55 degrees.
The corner brace is made of channel steel.
The lower end node plate is fixed on the flange of the wind-resistant column.
Compared with the prior art, the utility model has the following advantages and effects:
1. the lower end of the corner brace is connected to the wind-resistant column, and the included angle is adjusted by moving the node plate up and down, so that the force transmission of the structure is simpler and more reasonable; 2. the lower ends of the corner supports are connected to the wind-resistant columns, so that the problem of collision of the connecting plates caused by connection of the lower ends of the corner supports and the steel beam stiffening plates due to the fact that the heights of the beams are too small in a traditional corner support method is avoided. 3. The wind-resistant column transmits force to the roof girder steel under the action of horizontal wind load, and the corner brace and the roof compression bar form a triangular stable system with the roof girder, so that the wind load is effectively transmitted, and the roof girder is ensured not to generate torsional deformation.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present utility model.
FIG. 2 is a schematic diagram of the structure of A-A in FIG. 1.
Detailed Description
The present utility model will be described in further detail by way of examples with reference to the accompanying drawings, which are illustrative of the present utility model and not limited to the following examples.
The embodiment of the utility model comprises a roof steel girder 1, high-strength bolts 2, wind-resistant columns 3, a roof compression bar 4, end node plates 5, a roof girder stiffening plate 6, corner supports 7, filling plates 8, an upper end node plate 9 and a lower end node plate 10.
The lower end of the roof steel girder 1 is fixedly connected with an anti-wind column 3 through a high-strength bolt 2. The roof girder steel 1 adopts I-steel, and roof girder stiffening plates 6 are fixed on upper and lower flanges and webs on two sides of the roof girder steel 1. One end of the end node plate 5 is fixedly connected with the roof girder stiffening plate 6 through bolts, and the other end is fixedly connected with the roof compression bar 4.
The corner support 7 mainly comprises a plurality of short rod corner supports, and two adjacent short rod corner supports are fixedly connected through a filling plate 8. The center of the roof pressure bar 4 is slotted and inserted into an upper end node plate 9 for welding, the upper end node plate 9 is fixed on the roof pressure bar 4, and a lower end node plate 10 is fixed on the flange of the wind-resistant column 3. The upper end of the corner support 7 is fixedly connected with the upper end node plate 9, and the lower end is fixedly connected with the lower end node plate 10. The lower end node plate 10 is aligned with the web plate of the wind-resistant column 3, and the lower end node plate 10 can be adjusted up and down according to practical situations, so that an included angle of 45-55 degrees is formed between the corner support 7 and the wind-resistant column 3. The corner brace 7 is made of channel steel.
In addition, it should be noted that the specific embodiments described in the present specification may vary from part to part, from name to name, etc., and the above description in the present specification is merely illustrative of the structure of the present utility model. All equivalent or simple changes of the structure, characteristics and principle according to the inventive concept are included in the protection scope of the present patent. Those skilled in the art may make various modifications or additions to the described embodiments or substitutions in a similar manner without departing from the scope of the utility model as defined in the accompanying claims.
Claims (10)
1. A wind-resistant column corner support node comprises a roof steel girder, a wind-resistant column, a roof compression bar, an end node plate, a roof girder stiffening plate, a corner support, an upper end node plate and a lower end node plate; the lower end of the roof steel girder is fixedly connected with the wind-resistant column; the roof girder stiffening plate is fixed on the roof girder steel; one end of the end node plate is fixedly connected with the roof girder stiffening plate, and the other end of the end node plate is fixedly connected with the roof compression bar; the upper end node plate is fixed on the roof pressure bar; the method is characterized in that: the lower end node plate is fixed on the wind-resistant column; the upper end of the corner brace is fixedly connected with the upper end node plate, and the lower end of the corner brace is fixedly connected with the lower end node plate.
2. The wind-resistant column corner node of claim 1, wherein: the roof steel beam is characterized by further comprising a high-strength bolt, wherein the lower end of the roof steel beam is fixedly connected with the wind-resistant column through the high-strength bolt.
3. The wind-resistant column corner node of claim 1, wherein: the roof steel beam adopts I-steel.
4. A wind-resistant column corner node according to claim 3, wherein: the roof girder stiffening plates are fixed on the upper flange, the lower flange and the web plates on two sides of the roof girder.
5. The wind-resistant column corner node of claim 1, wherein: the corner brace mainly comprises a plurality of short rod corner braces, and two adjacent short rod corner braces are fixedly connected.
6. The wind-resistant column corner node of claim 5, wherein: the novel concrete slab further comprises a filling plate, and two adjacent short rod corner supports are fixedly connected through the filling plate.
7. The wind-resistant column corner node of claim 1, wherein: the lower end gusset is aligned with the web of the wind post.
8. The wind-resistant column corner node of claim 1, wherein: and the included angle between the corner brace and the wind-resistant column is 45-55 degrees.
9. The wind-resistant column corner node of claim 1, wherein: the corner brace is made of channel steel.
10. The wind-resistant column corner node of claim 1, wherein: the lower end node plate is fixed on the flange of the wind-resistant column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321357742.0U CN219638136U (en) | 2023-05-31 | 2023-05-31 | Wind-resistant column corner support node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321357742.0U CN219638136U (en) | 2023-05-31 | 2023-05-31 | Wind-resistant column corner support node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219638136U true CN219638136U (en) | 2023-09-05 |
Family
ID=87811656
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321357742.0U Active CN219638136U (en) | 2023-05-31 | 2023-05-31 | Wind-resistant column corner support node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219638136U (en) |
-
2023
- 2023-05-31 CN CN202321357742.0U patent/CN219638136U/en active Active
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