CN207469451U - Connection node of assembled steel frame beam column - Google Patents
Connection node of assembled steel frame beam column Download PDFInfo
- Publication number
- CN207469451U CN207469451U CN201721449016.6U CN201721449016U CN207469451U CN 207469451 U CN207469451 U CN 207469451U CN 201721449016 U CN201721449016 U CN 201721449016U CN 207469451 U CN207469451 U CN 207469451U
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- China
- Prior art keywords
- connecting plate
- flute profile
- preformed hole
- steel
- steel frame
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 33
- 239000010959 steel Substances 0.000 title claims abstract description 33
- 238000009958 sewing Methods 0.000 claims description 9
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 1
- 244000046052 Phaseolus vulgaris Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a connection node of an assembled steel frame beam column, which comprises a cantilever beam section, a steel frame beam and an H-shaped connecting plate, wherein the cantilever beam section, the steel frame beam and the H-shaped connecting plate are welded with the steel frame column; the web plate of the cantilever beam section connecting end is inserted into the connecting seam at one end of the H-shaped connecting plate, the tooth-shaped preformed hole at one end of the H-shaped connecting plate is overlapped and aligned with the tooth-shaped preformed hole of the cantilever beam section, and the tooth-shaped bolt is inserted into the tooth-shaped preformed hole to realize the connection of the cantilever beam section and one end of the H-shaped connecting plate; the web of steel frame roof beam link inserts in the joint seam of the H type connecting plate other end, and the flute profile preformed hole of the H type connecting plate other end overlaps with the flute profile preformed hole of steel frame roof beam and aligns, adopts the flute profile bolt to insert the flute profile preformed hole and realizes being connected of steel frame roof beam and the H type connecting plate other end.
Description
Technical field
The utility model is related to a kind of connecting nodes of assembled steel frame beam column.
Background technology
In assembling frame structure, prefabricated beam column is connected into an entirety by bean column node, and connecting node plays load and passes
Pass the effect with energy dissipation.The connecting portion of primary structure member is in assembling frame structure in occupation of very important status.
Assembled structures with semi-rigid joints not only has the advantages of rigid joint and hinged joint, but also can improve the monolithic stability of structure
Property.It is furtherd investigate in consideration of it, inventor carries out the above problem, there is this case generation then.
Invention content
The technical problem to be solved by the present invention is to provide a kind of connecting nodes of assembled steel frame beam column.
In order to solve the above-mentioned technical problem, the technical solution adopted in the utility model is a kind of assembled steel frame beam column
Connecting node, including welded with Steel Frame Column cantilever beam section, steel-frame beam, and its cantilever beam section and steel-frame beam are same
The H profile steel beam of one specification, further includes H-type connecting plate and flute profile bolt；
The both ends of H-type connecting plate are equipped with connecting sewing, and the both ends of H-type connecting plate further respectively have flute profile preformed hole；
The connecting pin of cantilever beam section and steel-frame beam is equipped with flute profile preformed hole；
The web of cantilever beam section connecting pin is inserted into the connecting sewing of H-type connecting plate one end, and the flute profile of H-type connecting plate one end
The flute profile preformed hole overlapping alignment of preformed hole and cantilever beam section, using flute profile bolt be inserted into flute profile preformed hole realize cantilever beam section with
The connection of H-type connecting plate one end；
The web of steel-frame beam connecting pin is inserted into the connecting sewing of the H-type connecting plate other end, and the H-type connecting plate other end
The flute profile preformed hole overlapping alignment of flute profile preformed hole and steel-frame beam is inserted into flute profile preformed hole using flute profile bolt and realizes steel frame
The connection of beam and the H-type connecting plate other end.
The beneficial effects of the utility model are：
After adopting the above technical scheme, the utility model varied rigid link forms steel skeleton, intensity, the entirety of beam are improved
Property and collaborative, due to H connecting plates double-layer plate constrain, improve the intensity and deformability at girder connection.Flute profile
Bolt is easy for installation, quick construction.In conclusion the assembled beam-column node of the utility model, comprehensive strength is high, shock resistance
Can be good, it is highly practical.
Description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and detailed description.
Fig. 1 is the structure diagram of the connecting node embodiment of the utility model assembled steel frame beam column.
Fig. 2 is the H-type connecting plate front view of the connecting node embodiment of the utility model assembled steel frame beam column.
Fig. 3 is the H-type connecting plate vertical view of the connecting node embodiment of the utility model assembled steel frame beam column.
Fig. 4 is the decomposition and combination schematic diagram of the connecting node embodiment of the utility model assembled steel frame beam column.
It is marked in figure：1-H type connecting plates, 101- flute profile preformed holes, 2- flute profile bolts, 21- nuts, 22- shanks of bolt, 3- steel
Frame column, 4- cantilever beam sections, 5- steel-frame beams.
Specific embodiment
Fig. 1 is a kind of connecting node of assembled steel frame beam column, which is by being welded in Steel Frame Column 3
Cantilever beam section 4 connect to form with steel-frame beam 5 by H-type connecting plate 1.Wherein, the cantilever beam being welded in Steel Frame Column 3
The steel-frame beam 5 that section 4 is attached thereto together is the H profile steel beam of similary specification.
Fig. 2 is the H-type connecting plate for connection.Connecting sewing is equipped among the both ends of H-type connecting plate 1, and in H-type
The both ends of connecting plate 1 are additionally provided with flute profile preformed hole 101 (Fig. 3) respectively.
In addition, same flute profile preformed hole is equipped in the connecting pin of the connecting pin of cantilever beam section and steel-frame beam.
Each Component composition relationship of the present embodiment is as shown in Figure 4.The company of cantilever beam section 4 that will be welded in Steel Frame Column 3
End (i.e. the web of H profile steel beam) is connect to be inserted into the connecting sewing of H-type connecting plate one end, while the flute profile of H-type connecting plate one end is pre-
The flute profile preformed hole overlapping alignment boxed out with cantilever beam section, then the shank of bolt 22 of flute profile bolt 2 is inserted into flute profile preformed hole, it is used in combination
Nut 21 tightens shank of bolt 22, that is, completes the connection of cantilever beam section and H-type connecting plate one end.
Similar with connection mode above, H-type connecting plate is inserted into the connecting pin (i.e. the web of H profile steel beam) of steel-frame beam 4
In the connecting sewing of the other end, at the same the flute profile preformed hole of the H-type connecting plate other end is Chong Die with the flute profile preformed hole of steel-frame beam
Alignment, then the shank of bolt 22 of flute profile bolt 2 is inserted into flute profile preformed hole, and tightened shank of bolt 22 with nut 21, that is, it completes
The connection of steel-frame beam and the H-type connecting plate other end.
The present embodiment forms steel skeleton with varied rigid link, the intensity, globality and collaborative of beam is improved, due to H
Property connecting plate double-layer plate constraint, improve the intensity and deformability at girder connection.Flute profile bolt is easy for installation, and construction is fast
It is prompt so that the assembled beam-column node of the present embodiment has comprehensive strength high, and anti-seismic performance is good, it is highly practical the advantages of.
Above-described the utility model embodiment, does not form the restriction to scope of protection of the utility model.It is any
Modifications, equivalent substitutions and improvements made within spirit of the present utility model and principle etc., should be included in the utility model
Claims within.
Claims (1)
1. a kind of connecting node of assembled steel frame beam column, including welded with Steel Frame Column cantilever beam section, steel-frame beam, and
Its cantilever beam section and steel-frame beam are the H profile steel beam of same specification, it is characterised in that：Further include H-type connecting plate and flute profile spiral shell
Bolt；
The both ends of the H-type connecting plate are equipped with connecting sewing, and the both ends of H-type connecting plate further respectively have flute profile preformed hole；
The connecting pin of the cantilever beam section and steel-frame beam is equipped with flute profile preformed hole；
The web of the cantilever beam section connecting pin is inserted into the connecting sewing of H-type connecting plate one end, and the flute profile of H-type connecting plate one end
The flute profile preformed hole overlapping alignment of preformed hole and cantilever beam section, using flute profile bolt be inserted into flute profile preformed hole realize cantilever beam section with
The connection of H-type connecting plate one end；
The web of the steel-frame beam connecting pin is inserted into the connecting sewing of the H-type connecting plate other end, and the H-type connecting plate other end
The flute profile preformed hole overlapping alignment of flute profile preformed hole and steel-frame beam is inserted into flute profile preformed hole using flute profile bolt and realizes steel frame
The connection of beam and the H-type connecting plate other end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721449016.6U CN207469451U (en) | 2017-11-02 | 2017-11-02 | Connection node of assembled steel frame beam column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721449016.6U CN207469451U (en) | 2017-11-02 | 2017-11-02 | Connection node of assembled steel frame beam column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207469451U true CN207469451U (en) | 2018-06-08 |
Family
ID=62262313
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721449016.6U Expired - Fee Related CN207469451U (en) | 2017-11-02 | 2017-11-02 | Connection node of assembled steel frame beam column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207469451U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109162396A (en) * | 2018-10-25 | 2019-01-08 | 安徽建筑大学 | Connecting structure between assembled floor boards |
| CN109162352A (en) * | 2018-10-25 | 2019-01-08 | 安徽建筑大学 | Adopt beam column connected node of high-strength bolt assembly |
| CN109162350A (en) * | 2018-10-25 | 2019-01-08 | 安徽建筑大学 | Connection node of assembled concrete beam column |
| CN109322387A (en) * | 2018-10-25 | 2019-02-12 | 安徽建筑大学 | Connection node of assembled concrete frame beam column |
| CN116695876A (en) * | 2023-06-29 | 2023-09-05 | 江苏玖泰电力实业有限公司 | Connecting component is assembled in steel house |
-
2017
- 2017-11-02 CN CN201721449016.6U patent/CN207469451U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109162396A (en) * | 2018-10-25 | 2019-01-08 | 安徽建筑大学 | Connecting structure between assembled floor boards |
| CN109162352A (en) * | 2018-10-25 | 2019-01-08 | 安徽建筑大学 | Adopt beam column connected node of high-strength bolt assembly |
| CN109162350A (en) * | 2018-10-25 | 2019-01-08 | 安徽建筑大学 | Connection node of assembled concrete beam column |
| CN109322387A (en) * | 2018-10-25 | 2019-02-12 | 安徽建筑大学 | Connection node of assembled concrete frame beam column |
| CN116695876A (en) * | 2023-06-29 | 2023-09-05 | 江苏玖泰电力实业有限公司 | Connecting component is assembled in steel house |
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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: 20180608 Termination date: 20181102 |