CN207846686U - A kind of bean column node of quick assembled type steel construction - Google Patents
A kind of bean column node of quick assembled type steel construction Download PDFInfo
- Publication number
- CN207846686U CN207846686U CN201820085853.3U CN201820085853U CN207846686U CN 207846686 U CN207846686 U CN 207846686U CN 201820085853 U CN201820085853 U CN 201820085853U CN 207846686 U CN207846686 U CN 207846686U
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- China
- Prior art keywords
- steel
- column
- column node
- bean column
- assembled type
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- Expired - Fee Related
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Abstract
A kind of bean column node of quick assembled type steel construction, including H profile steel column, it is connected with I-steel girder on H profile steel column, U-steel is connected between the upper lower flange of I-steel girder and web, intermediate bulkhead is connected in U-steel vertically, intermediate bulkhead connects I-steel secondary beam by shearing clamping plate；In use, I-steel girder connects I-steel secondary beam by the intermediate bulkhead in U-steel；This is so that bean column node power transmission is direct, each part stress is clearly convenient for industrialization manufacture and assembled in situ, greatly reduces assembled in situ workload, improves assembled in situ efficiency, comprehensive cost low.
Description
Technical field
The utility model is related to assembled architecture processing and manufacturing fields, and in particular to a kind of beam of quick assembled type steel construction
Column border node.
Background technology
In tradition full welding node of beam column, lower flange and web and welding of post scene on beam, although this type of attachment is
Rigid connection, but ductility of joint is poor, brittle break is easy to happen in earthquake, and need on-the-spot welding, leverages speed of application
With quality, environmental pollution is caused, is unsuitable in assembling type steel structure, simultaneously because bonding area is big, is easy tod produce larger residual
Residue stress influences the stress performance of node.
In tradition bolted and welded connection node, lower flange and column site welding on beam column, web plate by shear plate with
Stud connects, and this connection type needs on-the-spot welding, leverages speed of application and quality, and operational procedure is complicated, does not allow
Easily realize rigid connection.
Invention content
In order to overcome the above-mentioned deficiencies of the prior art, the utility model provides a kind of beam column of quick assembled type steel construction
Node reaches and ensures that connecting portion has sufficient intensity, rigidity and ductility, and the same of correct mutual alignment is kept between connected component
When, assembled in situ workload is reduced, the purpose of assembled in situ efficiency is improved.
In order to achieve the above object, the utility model is using technical solution：
A kind of bean column node of quick assembled type steel construction, including H profile steel column 2 are connected with I-steel master on H profile steel column 2
Beam 1 is connected with U-steel 3, intermediate bulkhead is connected with vertically in U-steel 3 between the upper lower flange of I-steel girder 1 and web
4, intermediate bulkhead 4 connects I-steel secondary beam 5 by shearing clamping plate 6.
Further, it is fixed with capital end plate 7 on the H profile steel column 2, I-steel is bolted in capital end plate 7
The lower flange of girder 1.
Further, I-steel secondary beam 5 and H profile steel column 2 is bolted in the U-steel 3.
Further, fixation is bolted with intermediate bulkhead 4 in the shearing clamping plate 6.
Further, fixation is bolted with I-steel secondary beam 5 in the shearing clamping plate 6.
The beneficial effects of the utility model：
The utility model connects I-steel secondary beam 5 using I-steel girder 1 by the intermediate bulkhead 4 in U-steel 3 so that
Bean column node power transmission is direct, each part stress is clearly convenient for industrialization manufacture and assembled in situ, greatly reduces assembled in situ work
It measures, improve assembled in situ efficiency, comprehensive cost low.
Description of the drawings
Fig. 1 is the structural schematic diagram after the utility model assembling；
Fig. 2 is the U-steel structure diagram of the utility model；
Fig. 3 is the structure diagram of the I-steel main beam member in the utility model；
Fig. 4 is the shearing clamp region schematic diagram in the utility model；
Fig. 5 is I-steel secondary beam element structure schematic diagram in the utility model；
Fig. 6 is the H profile steel rod structure schematic diagram in the utility model.
Specific implementation mode
The utility model is further described below in conjunction with the accompanying drawings.
Shown in referring to Fig.1, a kind of bean column node of quick assembled type steel construction, including H profile steel column 2 connects on H profile steel column 2
It is connected to I-steel girder 1, U-steel 3 is connected between the upper lower flange of I-steel girder 1 and web, is connected vertically in U-steel 3
It is connected to intermediate bulkhead 4, intermediate bulkhead 4 connects I-steel secondary beam 5 by shearing clamping plate 6.
The operation principle of the utility model：
In use, with reference to shown in Fig. 2, by being welded to connect between Fig. 2 U-steels 3 and intermediate bulkhead 4, with reference to shown in Fig. 6,
It is welded and fixed between 2 capital end plate 7 of H profile steel column；With reference to shown in Fig. 3, bolt hole and U-steel on 1 top flange of I-steel girder
Bolt hole on 3 is bolted to connection, and the bolt hole on 1 lower flange of I-steel girder and the bolt hole on U-steel 3 are logical
Bolt to be crossed to be fixedly connected, the bolt hole on 1 web of I-steel girder is bolted to connection with the bolt hole on U-steel 3,
Then I-steel girder 1 and I-steel secondary beam 5 by bolt hole on U-steel 3 with 6 upper bolt hole of shearing clamping plate is first fixed connects
It connects, as shown in Figure 4；Again by shearing 6 upper bolt hole of clamping plate and the bolt hole on 5 web of I-steel secondary beam, it is fixedly connected such as Fig. 5
It is shown.Being fixedly connected between I-steel girder 1 and H profile steel column 2 is by 1 lower flange bolt hole H profile steel column 2 of I-steel girder
On capital end plate 7 on bolt hole fix, as shown in Figure 6.It can be completed at the scene above, greatly reduce scene
Assembly work amount improves assembled in situ efficiency.
Claims (5)
1. a kind of bean column node of quick assembled type steel construction, including H profile steel column (2), which is characterized in that H profile steel column connects on (2)
It is connected to I-steel girder (1), U-steel (3), U-steel (3) are connected between the upper lower flange and web of I-steel girder (1)
Interior to be connected with intermediate bulkhead (4) vertically, intermediate bulkhead (4), which passes through, shears clamping plate (6) connection I-steel secondary beam (5).
2. a kind of bean column node of quick assembled type steel construction according to claim 1, which is characterized in that the H-type
Capital end plate (7) is fixed on steel column (2), the lower flange of I-steel girder (1) is bolted in capital end plate (7).
3. a kind of bean column node of quick assembled type steel construction according to claim 1, which is characterized in that the groove profile
I-steel secondary beam (5) and H profile steel column (2) is bolted in steel (3).
4. a kind of bean column node of quick assembled type steel construction according to claim 1, which is characterized in that the shearing
Fixation is bolted with intermediate bulkhead (4) in clamping plate (6).
5. a kind of bean column node of quick assembled type steel construction according to claim 1, which is characterized in that the shearing
Fixation is bolted with I-steel secondary beam (5) in clamping plate (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820085853.3U CN207846686U (en) | 2018-01-18 | 2018-01-18 | A kind of bean column node of quick assembled type steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820085853.3U CN207846686U (en) | 2018-01-18 | 2018-01-18 | A kind of bean column node of quick assembled type steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207846686U true CN207846686U (en) | 2018-09-11 |
Family
ID=63415123
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820085853.3U Expired - Fee Related CN207846686U (en) | 2018-01-18 | 2018-01-18 | A kind of bean column node of quick assembled type steel construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207846686U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057146A (en) * | 2018-09-28 | 2018-12-21 | 中冶建工集团有限公司 | A kind of method for rapidly mounting of assembled steel frame secondary beam |
| CN110042933A (en) * | 2019-05-24 | 2019-07-23 | 福建工程学院 | A kind of mechanically connection aluminum alloy beams column node structure and assembling method |
| CN110130491A (en) * | 2019-04-18 | 2019-08-16 | 清华大学 | The aluminum alloy beams Column border node of the reinforced ring-grooved rivet connection of channel steel |
| CN110145030A (en) * | 2019-06-20 | 2019-08-20 | 安徽建筑大学 | A kind of assembled beam-column node connected using I-steel high-strength bolt |
| CN111779144A (en) * | 2020-07-20 | 2020-10-16 | 中国建筑第八工程局有限公司 | Connecting structure of elevation lowering cross beam and construction method thereof |
| CN115126099A (en) * | 2022-07-07 | 2022-09-30 | 杭州中普建筑科技有限公司 | Beam connecting piece for assembled steel structure |
| CN115492239A (en) * | 2022-10-13 | 2022-12-20 | 广州机施建设集团有限公司 | Conversion beam column node and construction process thereof |
-
2018
- 2018-01-18 CN CN201820085853.3U patent/CN207846686U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057146A (en) * | 2018-09-28 | 2018-12-21 | 中冶建工集团有限公司 | A kind of method for rapidly mounting of assembled steel frame secondary beam |
| CN110130491A (en) * | 2019-04-18 | 2019-08-16 | 清华大学 | The aluminum alloy beams Column border node of the reinforced ring-grooved rivet connection of channel steel |
| CN110130491B (en) * | 2019-04-18 | 2021-03-30 | 清华大学 | Aluminum alloy beam column joint connected by channel steel reinforced ring groove rivet |
| CN110042933A (en) * | 2019-05-24 | 2019-07-23 | 福建工程学院 | A kind of mechanically connection aluminum alloy beams column node structure and assembling method |
| CN110042933B (en) * | 2019-05-24 | 2023-09-22 | 福建工程学院 | Mechanical connection aluminum alloy beam column node structure and assembling method |
| CN110145030A (en) * | 2019-06-20 | 2019-08-20 | 安徽建筑大学 | A kind of assembled beam-column node connected using I-steel high-strength bolt |
| CN110145030B (en) * | 2019-06-20 | 2024-06-04 | 安徽建筑大学 | Assembled beam column node adopting I-steel high-strength bolt connection |
| CN111779144A (en) * | 2020-07-20 | 2020-10-16 | 中国建筑第八工程局有限公司 | Connecting structure of elevation lowering cross beam and construction method thereof |
| CN115126099A (en) * | 2022-07-07 | 2022-09-30 | 杭州中普建筑科技有限公司 | Beam connecting piece for assembled steel structure |
| CN115492239A (en) * | 2022-10-13 | 2022-12-20 | 广州机施建设集团有限公司 | Conversion beam column node and construction process thereof |
| CN115492239B (en) * | 2022-10-13 | 2023-12-15 | 广州机施建设集团有限公司 | Conversion beam column joint and construction process thereof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180911 Termination date: 20210118 |