CN201713946U - Connection node structure for H-shaped steel beam and H-shaped steel column in web plate direction - Google Patents
Connection node structure for H-shaped steel beam and H-shaped steel column in web plate direction Download PDFInfo
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- CN201713946U CN201713946U CN2010202080690U CN201020208069U CN201713946U CN 201713946 U CN201713946 U CN 201713946U CN 2010202080690 U CN2010202080690 U CN 2010202080690U CN 201020208069 U CN201020208069 U CN 201020208069U CN 201713946 U CN201713946 U CN 201713946U
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Abstract
The utility model provides a connection node structure for an H-shaped steel beam and an H-shaped steel column in the web plate direction, which comprises the H-shaped steel beam and the H-shaped steel column in mutual vertical connection, wherein the H-shaped steel beam comprises a beam web plate and beam flanges which are vertically connected on two sides of the beam web plate, the H-shaped steel column comprises a column web plate and column flanges which are vertically connected on two sides of the column web plate, an end plate is arranged at the end part of the H-shaped steel beam, and the end plate is fixedly connected with the H-shaped steel column. The connection node structure for the H-shaped steel beam and the H-shaped steel column in the web plate direction has convenient installation, a small quantity of steel and good economic benefits.
Description
Technical field
The utility model relates to a kind of H type beam and H type column web direction connected node structure, belongs to building field.
Background technology
The rigidity bean column node ductility that adopts full weldering or bolt weldering to connect is relatively poor, brittle fracture takes place easily, and semi-rigid angle steel-end plate connection combined joint has ductility and higher intensity and rigidity preferably, when frame construction adopts this category node, can increase the damping of structure, the natural vibration period of extending structure, reduce amplitude, thereby the reduction earthquake is one of preferred joint form in the seismic design.
End plate commonly used at present connects the edge of a wing direction that the semi-rigid node of beam column is mainly used in H type post, and the web direction that is used for H type post is then difficult.H type beam of the present utility model and H type column web angle steel formula connected node can solve the beam column connectivity problem of the web direction of H type post well.
The utility model content
The technical problems to be solved in the utility model is to provide a kind of easy for installation, H type beam and H type column web direction connected node structure that steel using amount is economized.
In order to address the above problem, H section steel beam that the utility model provides and H steel column web direction connected node structure, the H section steel beam and the H steel column that comprise orthogonal connection, described H section steel beam comprises web and is vertically connected on the flange of beam of described web both sides, described H steel column comprises column web and is vertically connected on the post edge of a wing of column web both sides, the end of described H section steel beam is provided with end plate, and described end plate is fixedlyed connected with described H steel column.
Preferably, described end plate is welded on the end of H section steel beam and perpendicular with described web, flange of beam, and described end plate is connected by the post edge of a wing of angle steel with described H steel column both sides.
Further, one side of described angle steel is connected with described post edge of a wing bolt, and the another side of described angle steel is connected with described end plate bolt.
H type beam of the present utility model and H type column web direction connected node structure, angle steel is that full bolt is on the post edge of a wing and beam end plate, the connectivity problem that can be caused by the structural accommodation construction error of its bolt hole, its structural form is convenient construction both, can reduce steel using amount again, have good economic benefit.
Description of drawings
Fig. 1 is the main TV structure schematic diagram of the utility model embodiment.
Fig. 2 is the left TV structure schematic diagram of the utility model embodiment.
Fig. 3 is the plan structure schematic diagram of the utility model embodiment.
The assembly of numerical chracter representative is among the figure:
The 1-H section steel beam, 11-flange of beam, 12-web;
The 2-H steel column, the 21-post edge of a wing, 22-column web;
The 3-end plate, 4-angle steel, 5-bolt.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is done and to be specified.
H type beam of the present utility model and H type column web direction connected node structure, the H section steel beam 1 and the H steel column 2 that comprise orthogonal connection, H section steel beam 1 comprises web 12 and is vertically connected on the flange of beam 11 of web 12 both sides, H steel column 2 comprises column web 22 and is vertically connected on the post edge of a wing 21 of column web 22 both sides, the end of H section steel beam 1 is provided with end plate 3, and end plate 3 is fixedlyed connected with H steel column 2.End plate 3 is welded on the end of H section steel beam 1 and perpendicular with web 12, flange of beam 11, and end plate 3 is connected by the post edge of a wing 21 of angle steel 4 with H steel column 2 both sides, and one side of angle steel 4 is connected with the post edge of a wing 21 bolts, and the another side of angle steel 4 is connected with end plate 3 bolts.
The utility model passes through bolt angle steel on the post edge of a wing of column web one side of H steel column, form the connected mode of the similar H steel column edge of a wing and beam end plate, and this angle steel plays stiffening rib and the effect that is connected end plate simultaneously, be the bolt connection entirely, thereby accelerate speed of application.The beam column connectivity problem that can solve the web direction of H type post well of the present utility model, not only convenient construction, but also save steel using amount, have favorable economic benefit, angle steel-end plate connect the semi-rigid node of beam column also have easy for installation, make advantage such as beam moment of flexure distribution optimization.
More than just utility model has been carried out exemplary explanation, specific implementation of the present utility model is not limited thereto.The insubstantial modifications that any employing design of the present utility model and technical scheme are carried out is all within protection domain of the present utility model.
Claims (3)
1. H section steel beam and H steel column web direction connected node structure, the H section steel beam (1) and the H steel column (2) that comprise orthogonal connection, described H section steel beam (1) comprises web (12) and is vertically connected on the flange of beam (11) of described web (12) both sides, described H steel column (2) comprises column web (22) and is vertically connected on the post edge of a wing (21) of column web (22) both sides, it is characterized in that: the end of described H section steel beam (1) is provided with end plate (3), and described end plate (3) is fixedlyed connected with described H steel column (2).
2. H section steel beam according to claim 1 and H steel column web direction connected node structure, it is characterized in that: described end plate (3) is welded on the end of H section steel beam (1) and perpendicular with described web (12), flange of beam (11), and described end plate (3) is connected by the post edge of a wing (21) of angle steel (4) with described H steel column (2) both sides.
3. H section steel beam according to claim 2 and H steel column web direction connected node structure, it is characterized in that: one side of described angle steel (4) is connected with the described post edge of a wing (21) bolt, and the another side of described angle steel (4) is connected with described end plate (3) bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202080690U CN201713946U (en) | 2010-05-27 | 2010-05-27 | Connection node structure for H-shaped steel beam and H-shaped steel column in web plate direction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202080690U CN201713946U (en) | 2010-05-27 | 2010-05-27 | Connection node structure for H-shaped steel beam and H-shaped steel column in web plate direction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201713946U true CN201713946U (en) | 2011-01-19 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202080690U Expired - Fee Related CN201713946U (en) | 2010-05-27 | 2010-05-27 | Connection node structure for H-shaped steel beam and H-shaped steel column in web plate direction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201713946U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102704591A (en) * | 2012-06-28 | 2012-10-03 | 山东大学 | Fire resistant beam column joint with groove type end plate |
| CN104790677A (en) * | 2015-05-07 | 2015-07-22 | 中建钢构有限公司 | Anti-unstability adjustable temporary connecting beam for installation of super-long small-section steel column of steel structure |
| CN110499826A (en) * | 2019-08-29 | 2019-11-26 | 淄博询知方技术开发有限公司 | Connection structure between a kind of steel-structure factory building beam column, beam |
| CN112854480A (en) * | 2021-03-15 | 2021-05-28 | 刘盼盼 | Beam column weak axis connecting joint and assembling method thereof |
| CN107558608B (en) * | 2017-09-11 | 2023-04-18 | 武汉理工大学 | Lattice steel frame connecting node and construction method |
-
2010
- 2010-05-27 CN CN2010202080690U patent/CN201713946U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102704591A (en) * | 2012-06-28 | 2012-10-03 | 山东大学 | Fire resistant beam column joint with groove type end plate |
| CN104790677A (en) * | 2015-05-07 | 2015-07-22 | 中建钢构有限公司 | Anti-unstability adjustable temporary connecting beam for installation of super-long small-section steel column of steel structure |
| CN107558608B (en) * | 2017-09-11 | 2023-04-18 | 武汉理工大学 | Lattice steel frame connecting node and construction method |
| CN110499826A (en) * | 2019-08-29 | 2019-11-26 | 淄博询知方技术开发有限公司 | Connection structure between a kind of steel-structure factory building beam column, beam |
| CN112854480A (en) * | 2021-03-15 | 2021-05-28 | 刘盼盼 | Beam column weak axis connecting joint and assembling method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110119 Termination date: 20130527 |