CN209538384U - A kind of reinforced bean column node in band cantilever shoulder edge of a wing - Google Patents
A kind of reinforced bean column node in band cantilever shoulder edge of a wing Download PDFInfo
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- CN209538384U CN209538384U CN201822134354.1U CN201822134354U CN209538384U CN 209538384 U CN209538384 U CN 209538384U CN 201822134354 U CN201822134354 U CN 201822134354U CN 209538384 U CN209538384 U CN 209538384U
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Abstract
The utility model discloses a kind of reinforced bean column nodes in band cantilever shoulder edge of a wing, including H profile steel column, the sidewall weld of H profile steel column has a cantilever shoulder, cantilever shoulder is fixedly arranged above L-type angle steel, the upper and lower right-angle surface of side wall that the vertical edged surface of L-type angle steel is fixed on H profile steel column 1 is fixed on cantilever shoulder, H-type Vierendeel girder is fixedly connected on L-type angle steel and cantilever shoulder jointly, the welded connecting of cantilever shoulder and H profile steel column is completed in factory in advance, to ensure that welding quality.This welding, construction site Fast Installation Steel Structure Installation mode in place in factory improves construction efficiency, and easy to operate.
Description
Technical field
The utility model belongs to steel building beam-column connection technical field, and in particular to a kind of band cantilever shoulder wing
The reinforced bean column node of edge.
Background technique
In recent years, assembling type steel structure system has become the heat subject studied both at home and abroad.The structure type of steel construction and
Construction technology meets the characteristics of assembled architecture, has that speed of application is fast, situ wet operation is few, is easy to implement industrialization and standard
Change, system easy to control the quality, cost can be reduced and many advantages such as environmentally protective, these features make assembling type steel structure system in future
Has huge development potentiality in construction market.
In assembling type steel structure design, beam-column connection is the important content of design, on the one hand, form of architecture joints
Have a direct impact to the intensity of node, rigidity and integrally-built stress and deformation；On the other hand, beam-column connection is
The structural form of the important link of steel construction site operation, node can also generate directly construction speed and steel construction construction cost
It influences.Therefore, it reasonably selects the form of assembling type steel structure beam-column connection to design steel building and construct all to have
It is significant.
Utility model content
The purpose of the utility model is to provide a kind of connections, and simple, easy for installation, stress performance is reliably complete bolted
The assembled New Types of Beam column Connections of cantilever shoulder, solution exist in the prior art weldquality be difficult to ensure, complex installation process
The problems such as.
The technical scheme adopted by the utility model is a kind of reinforced bean column node in band cantilever shoulder edge of a wing, including H-type
Steel column, the sidewall weld of H profile steel column have a cantilever shoulder, and cantilever shoulder is fixedly arranged above L-type angle steel, L-type angle steel it is vertical
The upper and lower right-angle surface of side wall that edged surface is fixed on H profile steel column 1 is fixed on cantilever shoulder, jointly solid on L-type angle steel and cantilever shoulder
Surely it is connected with H-type Vierendeel girder.
The utility model is also characterized by
H-type Vierendeel girder is fixed on H profile steel column by L-type angle steel using high-strength bolt.
Cantilever shoulder includes the horizontal plate being welded on H profile steel column, is vertically fixed side plate, the side of side plate on plate
It is weldingly fixed on H-type steel column side wall, the top of side plate is fixed on H-type Vierendeel girder.
A set square is also fixedly welded on the lower surface of plate, the vertical edged surface of set square is fixedly welded on H profile steel
The side wall of column 1, upper right-angle surface are fixedly welded on the lower surface of plate.
H-type Vierendeel girder includes upper and lower top flange plate and bottom wing listrium disposed in parallel, between top flange plate and bottom wing listrium
It is vertically and fixedly provided with a web, top flange plate is concordant with the end of web, is in same level, and bottom wing listrium overlays flat
The upper surface of plate is fixed by high-strength bolt and plate；Web is stacked with side plate, is fixed by high-strength bolt and side plate；Upper limb
Listrium is fixed under L-type angle steel in right-angle surface by high-strength bolt.
Lateral ribbed stiffener is additionally provided in H profile steel column 1.
A triangle ribbed stiffener is also fixedly welded in L-type angle steel, the vertical edged surface of triangle ribbed stiffener is fixedly welded on L-type
The upper and lower right-angle surface of the vertical plane of angle steel is fixedly welded on the horizontal plane of L-type angle steel.
The beneficial effects of the utility model are as follows:
1, the reinforced bean column node in a kind of band cantilever shoulder edge of a wing of the utility model, whole weldings of node are in work
Factory completes, and scene only needs that node is stitched together using bolt.It can not only guarantee the quality of weld seam, also accelerate construction speed
Degree, lifting construction efficiency.
2, the utility model girder steel more easily can be first placed on frame column cantilever shoulder at the construction field (site), convenient for high-strength
The construction of bolt is tightened, and speed of application and quality are improved.
3, the utility model simple structure, easy for construction, safe and reliable, stress performance is good.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram with the reinforced bean column node in the cantilever shoulder edge of a wing of the utility model；
Fig. 2 is the utility model top view；
Fig. 3 is the utility model detaching structure schematic diagram；
In figure, 1.H steel column, 2.H type Vierendeel girder, 3.L type angle steel, 5. cantilever shoulders, 6. plates, 7. side plates, 8. triangles
Plate.
Specific embodiment
The utility model is described in detail with reference to the accompanying drawings and detailed description.
A kind of reinforced bean column node in band cantilever shoulder of the utility model edge of a wing, structure is as depicted in figs. 1 and 2, a kind of band
The reinforced bean column node in the cantilever shoulder edge of a wing, including H profile steel column 1, the sidewall weld of H profile steel column 1 have a cantilever shoulder 5, hang
Arm bracket 5 is fixedly arranged above L-type angle steel 3, and the upper and lower right-angle surface of side wall that the vertical edged surface of L-type angle steel 3 is fixed on H profile steel column 1 is solid
It is scheduled on cantilever shoulder 5, is fixedly connected with H-type Vierendeel girder 2 jointly on L-type angle steel 3 and cantilever shoulder 5.
H-type Vierendeel girder 2 is fixed on H profile steel column 1 by L-type angle steel 3 using high-strength bolt.
As shown in figure 3, cantilever shoulder 5 includes the plate 6 that level is welded on H profile steel column 1, it is vertically fixed on plate 6
Side plate 7, the side of side plate 7 are weldingly fixed on 1 side wall of H profile steel column, and the top of side plate 7 is fixed on H-type Vierendeel girder 2.
A set square 8 is also fixedly welded on the lower surface of plate 6, the vertical edged surface of set square 8 is fixedly welded on H-type
The side wall of steel column 1, upper right-angle surface are fixedly welded on the lower surface of plate 6.
H-type Vierendeel girder 2 includes upper and lower top flange plate and bottom wing listrium disposed in parallel, between top flange plate and bottom wing listrium
It is vertically and fixedly provided with a web, top flange plate is concordant with the end of web, is in same level, and bottom wing listrium overlays flat
The upper surface of plate 6 is fixed by high-strength bolt and plate 6；Web and side plate 7 stack, are fixed by high-strength bolt and side plate 7；
Top flange plate is fixed under L-type angle steel 3 in right-angle surface by high-strength bolt.
Lateral ribbed stiffener is additionally provided in H profile steel column 1.
A triangle ribbed stiffener is also fixedly welded in L-type angle steel 3, the vertical edged surface of triangle ribbed stiffener is fixedly welded on L
The upper and lower right-angle surface of the vertical plane of type angle steel 3 is fixedly welded on the horizontal plane of L-type angle steel 3.
A kind of assembly method with the reinforced bean column node in the cantilever shoulder edge of a wing is as follows:
Wherein, the plate 6 of cantilever shoulder 5, side plate 7, set square 8 and H profile steel column complete welding in factory, are made outstanding
The H profile steel column of arm bracket；When installing at the scene, cantilever shoulder 5 plays the role of " bracket ", and H-type Vierendeel girder 2 is placed directly within cantilever
On bracket, after H-type Vierendeel girder is in place, the H profile steel column of cantilever shoulder and the upper lower flange of H-type Vierendeel girder are connected by high-strength bolt
It connects, is connect with H-type frame web by high-strength bolt, L-type angle steel is placed on H-type Vierendeel girder top flange plate, L-type angle steel is perpendicular
Right-angle surface is fixed by high-strength bolt and H profile steel column, and the top flange plate of right-angle surface and H-type Vierendeel girder passes through high-strength under L-type angle steel
Bolt is connected, and the stiffener of H profile steel column passes through with the both side plate of H profile steel column, the triangle ribbed stiffener of L-type angle steel, L-type angle steel to be docked
Weld seam be connected, the side wall of H profile steel column, plate 6, side plate 7, the set square 8 of cantilever shoulder 5, the top flange plate of H-type Vierendeel girder 2, under
Flange plate and web hold bolt hole successfully in factory in advance.
1, the utility model in a kind of novel complete prefabricated bean column node, complete in factory, existing by whole weldings of node
Field only needs that node is stitched together using bolt.Under the premise of guaranteeing the quality of weld seam, construction efficiency is improved.
2, the utility model girder steel more easily can be first placed on frame column cantilever shoulder at the construction field (site), facilitate height
The construction of strength bolt is tightened, and speed of application and quality are improved.
3, the utility model simple structure, easy for construction, safe and reliable, stress performance is good.
The utility model proposes a kind of reinforced bean column node in band cantilever shoulder edge of a wing.This kind of node, which removes, avoids site welding
Outside the disadvantages of connecing, major advantage is that girder steel more easily can be first placed on the frame column cantilever shoulder edge of a wing at the construction field (site), just
It is tightened in the construction of high-strength bolt, improves speed of application and quality.
Claims (7)
1. a kind of reinforced bean column node in band cantilever shoulder edge of a wing, it is characterised in that: including H profile steel column (1), the H profile steel column
(1) sidewall weld has a cantilever shoulder (5), and the cantilever shoulder (5) is fixedly arranged above L-type angle steel (3), the L-type angle
The upper and lower right-angle surface of side wall that the vertical edged surface of steel (3) is fixed on H profile steel column (1) is fixed on cantilever shoulder (5), the L-type angle
It is fixedly connected with H-type Vierendeel girder (2) jointly on steel (3) and cantilever shoulder (5).
2. a kind of reinforced bean column node in band cantilever shoulder edge of a wing according to claim 1, it is characterised in that: the L-type
H-type Vierendeel girder (2) is fixed on H profile steel column (1) by angle steel (3) using high-strength bolt.
3. a kind of reinforced bean column node in band cantilever shoulder edge of a wing according to claim 1, it is characterised in that: the cantilever
Bracket (5) includes the plate (6) that level is welded on H profile steel column (1), is vertically fixed side plate (7), institute on the plate (6)
The side for stating side plate (7) is weldingly fixed on H profile steel column (1) side wall, and the top of the side plate (7) is fixed on H-type Vierendeel girder (2).
4. a kind of reinforced bean column node in band cantilever shoulder edge of a wing according to claim 3, it is characterised in that: the plate
(6) set square (8) is also fixedly welded on lower surface, the vertical edged surface of the set square (8) is fixedly welded on H profile steel
The side wall of column (1), upper right-angle surface are fixedly welded on the lower surface of plate (6).
5. a kind of reinforced bean column node in band cantilever shoulder edge of a wing according to claim 4, it is characterised in that: the H-type
Vierendeel girder (2) includes upper and lower top flange plate and bottom wing listrium disposed in parallel, vertical between the top flange plate and bottom wing listrium
It is fixed with a web, the top flange plate is concordant with the end of web, is in same level, and the bottom wing listrium stacks
It is fixed in the upper surface of plate (6), by high-strength bolt and plate (6)；The web and side plate (7) stack, by high-strength spiral shell
Bolt and side plate (7) are fixed；The top flange plate is fixed under L-type angle steel (3) in right-angle surface by high-strength bolt.
6. a kind of reinforced bean column node in band cantilever shoulder edge of a wing according to claim 1, it is characterised in that: the H-type
Lateral ribbed stiffener is additionally provided in steel column (1).
7. a kind of reinforced bean column node in band cantilever shoulder edge of a wing according to claim 1, it is characterised in that: the L-type
It is also fixedly welded with a triangle ribbed stiffener in angle steel (3), the vertical edged surface of the triangle ribbed stiffener is fixedly welded on L-type angle steel
(3) the upper and lower right-angle surface of vertical plane is fixedly welded on the horizontal plane of L-type angle steel (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822134354.1U CN209538384U (en) | 2018-12-19 | 2018-12-19 | A kind of reinforced bean column node in band cantilever shoulder edge of a wing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822134354.1U CN209538384U (en) | 2018-12-19 | 2018-12-19 | A kind of reinforced bean column node in band cantilever shoulder edge of a wing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209538384U true CN209538384U (en) | 2019-10-25 |
Family
ID=68264883
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822134354.1U Expired - Fee Related CN209538384U (en) | 2018-12-19 | 2018-12-19 | A kind of reinforced bean column node in band cantilever shoulder edge of a wing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209538384U (en) |
-
2018
- 2018-12-19 CN CN201822134354.1U patent/CN209538384U/en not_active Expired - Fee Related
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191025 Termination date: 20201219 |
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| CF01 | Termination of patent right due to non-payment of annual fee |