CN206319410U - A kind of wind-resistant column and the fixed mechanism of girder steel for steel construction - Google Patents
A kind of wind-resistant column and the fixed mechanism of girder steel for steel construction Download PDFInfo
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- CN206319410U CN206319410U CN201621461620.6U CN201621461620U CN206319410U CN 206319410 U CN206319410 U CN 206319410U CN 201621461620 U CN201621461620 U CN 201621461620U CN 206319410 U CN206319410 U CN 206319410U
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- wind
- girder steel
- steel
- resistant column
- plate
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Abstract
A kind of wind-resistant column and the fixed mechanism of girder steel for steel construction of the utility model, belongs to long strands field；The fixed mechanism includes wind-resistant column and girder steel, also including junction steel plate, bolt and latch plate；One end of the junction steel plate is fixedly connected wind-resistant column, and the other end is bolt-connected to the top flange plate of girder steel；One end of latch plate is bolted the bottom wing listrium of girder steel, and the other end is bolted the bottom of wind-resistant column；The utility model is for wind load is larger, cornice is more than 12 meters of higher factory building and has more structural stability, reasonable stress, the connecting plate of wind-resistant column column cap is connected the stability that can guarantee that girder steel top flange plate with girder steel, the latch plate of bottom is connected with girder steel bottom wing listrium, ensure the stability of girder steel bottom wing listrium, when wind load is larger, latch plate can play a part of damper, it is ensured that agent structure safety；Using full bolt connection form, it is ensured that the efficient and convenient property of in-site installation.
Description
Technical field
The utility model belongs to long strands field, and in particular to a kind of for the wind-resistant column of steel construction and consolidating for girder steel
Determine mechanism.
Background technology
For wind load is larger, cornice be more than 12 meters of higher factory building, conventional girder steel bottom veneer is connected with wind-resistant column
Or lateral veneer is connected with wind-resistant column, stress is unreasonable, and the stability of girder steel top flange plate and bottom wing listrium is weak；Connected mode
Using being rigidly connected, when wind load is larger, it is impossible to ensure the structure safety of main body, and install inconvenient, efficiency is low.
Utility model content
To solve the deficiencies in the prior art, the utility model proposes a kind of fixation of wind-resistant column and girder steel for steel construction
Mechanism, including wind-resistant column and girder steel, also including junction steel plate, bolt and latch plate；One end of the junction steel plate is fixedly connected
Wind-resistant column, the other end is bolt-connected to the top flange plate of girder steel；The bottom wing listrium of girder steel is provided with latch plate by bolt
One end, the other end of latch plate is bolted the bottom of wind-resistant column.
Described also to include ribbed stiffener for the wind-resistant column of steel construction and the fixed mechanism of girder steel, the ribbed stiffener is fixedly installed
On the top board of girder steel.
Advantage of the present utility model：
The utility model proposes a kind of wind-resistant column for steel construction and the fixed mechanism of girder steel, for wind load it is larger,
Cornice is more than 12 meters of higher factory building, is connected for conventional girder steel bottom veneer with wind-resistant column or lateral veneer and wind-resistant column
Connection, the connection of single connection plate has more structural stability, reasonable stress, the connection of wind-resistant column column cap to the connection of doubly-linked fishplate bar than ever
Plate is connected the stability that can guarantee that girder steel top flange plate with girder steel, and the latch plate of bottom is connected with girder steel bottom wing listrium, it is ensured that steel
The stability of lower flange of girder listrium, connecting the conventional rigidly connected benefit of substitution using latch plate is：When wind load is larger, bullet
Spring plank can play a part of damper, it is ensured that agent structure safety；This practical connecting structure uses full bolt connection form, really
The efficient and convenient property of in-site installation is protected.
Brief description of the drawings
Fig. 1 shows for a kind of the utility model embodiment for the wind-resistant column of steel construction and the structure of fixed mechanism of girder steel
It is intended to；
In figure, 1 is wind-resistant column, and 2 be girder steel, and 3 be junction steel plate, and 4 be ribbed stiffener, and 5 be bolt, and 6 be latch plate.
Embodiment
A kind of embodiment of the utility model is described further below in conjunction with the accompanying drawings.
In the present embodiment, as shown in figure 1, a kind of wind-resistant column and the fixed mechanism of girder steel for steel construction, including wind resistance
Post 1 and girder steel 2, also including junction steel plate 3, bolt 5 and latch plate 6；Girder steel 2 is provided with the right side of the column cap of wind-resistant column 1, even
The one end for connecing steel plate 3 is fixedly connected the column cap of wind-resistant column 1, and the other end is connected to the top flange plate of girder steel 2 by bolt 5；Spring
Plate 6 is bent to form horizontal part at two ends respectively, and the horizontal part of upper end connects the bottom wing listrium of girder steel 2, the water of lower end by bolt 5
Flat portion connects the bottom of wind-resistant column 1 by bolt 5.
It is described also to include ribbed stiffener 4 for the wind-resistant column of steel construction and the fixed mechanism of girder steel in the present embodiment, it is described to add
Strength rib 4 is welded on the top board of girder steel 2.
Claims (2)
1. a kind of wind-resistant column and the fixed mechanism of girder steel for steel construction, including wind-resistant column and girder steel, it is characterised in that：Also wrap
Include junction steel plate, bolt and latch plate；One end of the junction steel plate is fixedly connected wind-resistant column, and the other end is bolt-connected to
The top flange plate of girder steel；One end of latch plate is bolted the bottom wing listrium of girder steel, and the other end is bolted wind resistance
The bottom of post.
2. the wind-resistant column and the fixed mechanism of girder steel according to claim 1 for steel construction, it is characterised in that：It is described to use
Also include ribbed stiffener in the wind-resistant column of steel construction and the fixed mechanism of girder steel, the ribbed stiffener is fixedly installed on girder steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621461620.6U CN206319410U (en) | 2016-12-28 | 2016-12-28 | A kind of wind-resistant column and the fixed mechanism of girder steel for steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621461620.6U CN206319410U (en) | 2016-12-28 | 2016-12-28 | A kind of wind-resistant column and the fixed mechanism of girder steel for steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206319410U true CN206319410U (en) | 2017-07-11 |
Family
ID=59260824
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621461620.6U Active CN206319410U (en) | 2016-12-28 | 2016-12-28 | A kind of wind-resistant column and the fixed mechanism of girder steel for steel construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206319410U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107460958A (en) * | 2017-08-29 | 2017-12-12 | 孔金河 | Assembling type steel structure connector, connecting node and connecting node construction method |
-
2016
- 2016-12-28 CN CN201621461620.6U patent/CN206319410U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107460958A (en) * | 2017-08-29 | 2017-12-12 | 孔金河 | Assembling type steel structure connector, connecting node and connecting node construction method |
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