CN211774551U - Through type beam column connected node system - Google Patents
Through type beam column connected node system Download PDFInfo
- Publication number
- CN211774551U CN211774551U CN202020013632.2U CN202020013632U CN211774551U CN 211774551 U CN211774551 U CN 211774551U CN 202020013632 U CN202020013632 U CN 202020013632U CN 211774551 U CN211774551 U CN 211774551U
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- Prior art keywords
- square steel
- steel column
- column
- steel
- node system
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 110
- 239000010959 steel Substances 0.000 claims abstract description 110
- 238000010276 construction Methods 0.000 description 4
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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Abstract
The utility model discloses a through beam column connecting node system, which comprises a square steel column, a connecting node positioned on the square steel column, and two steel beams connected with the connecting node, the connected node include two mounting panels, square steel column is all run through to two mounting panels, a backup pad has all been laminated on the part of stretching out the both sides wall of square steel column of two mounting panels, four backup pads all set up with square steel column integrated into one piece, two girder steels are located the both sides of square steel column respectively, two girder steels all are located between two mounting panels, the one end of two girder steels offsets with the both sides wall of square steel column respectively, the one end of two girder steels is all fixed and is provided with an end plate, all be provided with an grafting post on two end plates, peg graft respectively on the both sides wall of square steel column for two grafting posts, every girder steel all is connected through a plurality of stay bolt with two backup pads and two mounting panels that are located square steel column. The utility model discloses make the joint strength of girder steel and steel column higher.
Description
Technical Field
The utility model relates to a building steel construction technical field specifically is a through type beam column connected node system.
Background
At present by the steel construction building of a large amount of adoption, need install the girder steel in the steel column lateral part usually to realize the connection of girder steel and steel column, present girder steel and steel column generally directly adopt bolted connection, its ubiquitous joint strength is not high defect, thereby make steel construction building have the potential safety hazard.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that a through beam column connected node system is provided, it makes the joint strength of girder steel and steel column higher.
In order to solve the technical problem, the utility model provides a through type beam column connected node system, it includes:
a square steel column;
the connecting nodes are positioned on the square steel columns;
two steel beams connected with the connecting node;
the connected node include two mounting panels, two mounting panels arrange along the length direction interval of square steel column, two equal level settings of mounting panel just run through square steel column, two mounting panels all stretch out in the both sides wall of square steel column, the backup pad has all been laminated on the part that stretches out in the both sides wall of square steel column of two mounting panels, four backup pads all set up with square steel column integrated into one piece, two girder steels are located the both sides of square steel column respectively, two girder steels all are located between two mounting panels, the one end of two girder steels offsets with the both sides wall of square steel column respectively, the one end of two girder steels is all fixed and is provided with an end plate, all be provided with an inserted column on two end plates, two inserted columns are pegged graft respectively on the both sides wall of square steel column, every girder steel all is connected through a plurality of stay bolt with two backup pads and two.
Preferably, the two mounting plates are both steel plates.
As preferred, all be connected with a connecting piece in every backup pad, the one end of every connecting piece all is connected with the backup pad, and the other end of every connecting piece all is connected with square steel column.
Preferably, both ends of each connecting piece are respectively welded and fixed with the supporting plate and the square steel column.
Preferably, each connector is a steel bar.
After the structure more than adopting, compared with the prior art, the utility model, have following advantage:
the utility model discloses an among the beam column connected node system, girder steel and steel column are connected through mounting panel, backup pad to the girder steel is pegged graft on the steel column through the post of pegging graft, thereby makes the joint strength of girder steel and steel column higher, thereby makes the intensity of steel construction building higher, has reduced the potential safety hazard.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
Shown by fig. 1, the utility model discloses a through type beam column connected node system, it includes square steel column 10, be located the connected node on square steel column 10, two girder steel 20 that are connected with connected node.
The connected node include two mounting panels 30, two mounting panels 30 are the flat board, the equal level setting of two mounting panels 30, two mounting panels 30 arrange along the length direction interval of square steel column 10, the equal level setting of two mounting panels 30 just runs through square steel column 10, because two mounting panels 30 all run through square steel column 10 and so make two mounting panels 30 all stretch out in the both sides wall of square steel column 10.
The portion that stretches out in the both sides wall of square steel column 10 of two mounting panels 30 has all laminated a backup pad 40, four backup pads 40 all set up with square steel column 10 integrated into one piece, two girder steels 20 are located the both sides of square steel column 10 respectively, two girder steels 20 are equal level and set up and the coaxial line, two girder steels 20 all are located between two mounting panels 30, the one end of two girder steels 20 offsets with the both sides wall of square steel column 10 respectively, the one end of two girder steels 20 is all fixed and is provided with an end plate 21, end plate 21 sets up with girder steel 20 integrated into one piece, all be provided with an inserted column 22 on two end plates 21, two inserted column 22 are pegged graft respectively on the both sides wall of square steel column 10, every girder steel 20 all is connected through a plurality of long bolt 50 with two backup pads 40 and two mounting panels 30.
In this way, the long bolt 50 connects the steel beam 20, the mounting plate 30 and the support plate 40, and since the mounting plate 30 penetrates the steel column 10, the support plate 40 and the steel column 10 are integrally formed, thereby realizing the connection of the steel beam 20 and the steel column 10.
And the steel beam 20 is fixed on the steel column 10 through the insertion column 22, so that the connection between the steel beam 20 and the steel column 10 is firmer.
The two mounting plates 30 are both steel plates, so that the mounting plates 30 are high in strength and not prone to deformation.
All be connected with a connecting piece 60 on every backup pad 40, the one end of every connecting piece 60 all is connected with backup pad 40, the other end of every connecting piece 60 all is connected with square steel column 10, every connecting piece 60 is rectangular shape and slope setting, like this, has consolidated backup pad 40 through connecting piece 60 for backup pad 40 is difficult to the atress and is out of shape, thereby makes to be connected more firmly between girder steel 20 and the steel column 10.
The two ends of each connecting piece 60 are respectively welded and fixed with the supporting plate 40 and the square steel column 10, so that the connecting pieces 60 are firmly connected with the supporting plate 40 and the square steel column 10.
Each of the connectors 60 is a reinforcing bar, so that the strength of the connector 60 is high.
The coupling member 60 and the long bolt 50 are staggered from each other so that the coupling member 60 does not affect the attachment and detachment of the long bolt 50.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention, but should not be construed as limiting the claims, and the present invention is not limited to the above-described embodiments, but may be modified in various ways. In summary, all changes that can be made within the scope of the independent claims of the present invention are within the scope of the present invention.
Claims (5)
1. A through beam-column connection node system, comprising:
a square steel column (10);
the connecting nodes are positioned on the square steel columns (10);
two steel beams (20) connected to the connection nodes;
the method is characterized in that: the connecting joint comprises two mounting plates (30), the two mounting plates (30) are arranged at intervals along the length direction of the square steel column (10), the two mounting plates (30) are arranged horizontally and penetrate through the square steel column (10), the two mounting plates (30) extend out of two side walls of the square steel column (10), a supporting plate (40) is attached to the parts, extending out of the two side walls of the square steel column (10), of the two mounting plates (30), the four supporting plates (40) are integrally formed with the square steel column (10), the two steel beams (20) are respectively located on two sides of the square steel column (10), the two steel beams (20) are respectively located between the two mounting plates (30), one end of each steel beam (20) abuts against the two side walls of the square steel column (10), one end of each steel beam (20) is fixedly provided with an end plate (21), and each end plate (21) is provided with a splicing column (22), two inserting columns (22) are respectively inserted into two side walls of the square steel column (10), and each steel beam (20) is connected with two supporting plates (40) and two mounting plates (30) which are positioned on one side of the square steel column (10) through a plurality of long bolts (50).
2. A through beam and column connection node system as claimed in claim 1, wherein said two mounting plates (30) are steel plates.
3. A through type beam column connection node system according to claim 2, wherein each support plate (40) is connected with a connecting member (60), one end of each connecting member (60) is connected with the support plate (40), and the other end of each connecting member (60) is connected with the square steel column (10).
4. A through type beam column connection node system according to claim 3, wherein both ends of each connecting member (60) are respectively welded and fixed with the support plate (40) and the square steel column (10).
5. A through beam column connection node system according to claim 4, wherein each connector (60) is a steel bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020013632.2U CN211774551U (en) | 2020-01-02 | 2020-01-02 | Through type beam column connected node system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020013632.2U CN211774551U (en) | 2020-01-02 | 2020-01-02 | Through type beam column connected node system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211774551U true CN211774551U (en) | 2020-10-27 |
Family
ID=72888292
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020013632.2U Expired - Fee Related CN211774551U (en) | 2020-01-02 | 2020-01-02 | Through type beam column connected node system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211774551U (en) |
-
2020
- 2020-01-02 CN CN202020013632.2U patent/CN211774551U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201027 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |