CN1807785A - Joint connecting method for H-type support member and beam, column of hinged steel frame and connecting structure thereof - Google Patents
Joint connecting method for H-type support member and beam, column of hinged steel frame and connecting structure thereof Download PDFInfo
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- CN1807785A CN1807785A CN 200610200016 CN200610200016A CN1807785A CN 1807785 A CN1807785 A CN 1807785A CN 200610200016 CN200610200016 CN 200610200016 CN 200610200016 A CN200610200016 A CN 200610200016A CN 1807785 A CN1807785 A CN 1807785A
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- gusset plate
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- connecting angle
- column
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Abstract
The invention relates to a method for connecting the H-shape support element of hinged steel frame and the nodes of beam column and relative construction. The method comprises: first, welding the node plate (4) on the vertical support (3); than, welding the connection angle steel (5) on the frame post (2) and welding the connection angle steel (6) on the node plate (4); arranging the node plate (4) and the vertical support (3) on the frame beam (1) while using the connection angle steels (5) and (6) to adjust the connection position; at last, welding the node plate (4) with the frame beam (1), welding the connection angle steel (5) and the node plate (4) and welding the connection angle steel (6) and the frame post (2). The inventive structure comprises: the frame post (2) via the connection angle steel (5), the connection angle steel (6) and the node plate (4) are connected to the vertical support (3); the frame beam (1) via the node plate (4) is connected to the vertical support; and all said connection are welded connections.
Description
Technical field:
The present invention relates to a kind of construction steel structure connected node, particularly relate to the joint connecting method and the joint structure of a kind of steel frame H type supporting member and beam column.
Background technology:
In the construction steel structure connected node, the supporting frame of frame construction mainly is to bear the side direction horizontal force.At present, in the frame construction that lateral rigidity is had relatively high expectations, general employing can tension has the H type cross section of good compressive property again to be supported, and supports and being connected of beam column, realize by the cramp bar that overhangs of same cross-sectional that normally supporting rod itself then adopts splicing to connect.
But above node connection is only applicable to rigidly connected steel framed structure.When above node being connected when being applied to the hinged steel frame structure, the cramp bar that requires to overhang will connect simultaneously with hinged Vierendeel girder, post, and it is very difficult then to construct.According to the loading characteristic of the steel framed structure that is articulated and connected, the setting of vertical support is related to the safety of total, at least one row need all should be set by the middle vertical support that must not disconnect in the top end of at each face at factory building four sides.Because the importance of this vertical support, require vertical support must adopt the H tee section that can tension has good compressive property again, and H type supporting member must be set a roof beam in place with hinged casing, frame column is connected reliably.
Summary of the invention:
The objective of the invention is to: provide a kind of with H type supporting member set a roof beam in place with hinged casing, frame column is connected reliable connection method and joint structure, with give full play to the hinged steel frame structure node place internal force transmit simple and direct, node processing is simple, construction install convenience, steel quantity consumption is few, construction costs is low advantage.
The present invention is achieved in that
At first, gusset plate (4) is welded on the vertical support (3); Secondly, connecting angle (5) is welded on the frame column (2), connecting angle (6) is welded on the gusset plate (4); Then, gusset plate (4) is put on the Vierendeel girder (1) together with vertical support (3), coordinates link position by connecting angle (5), (6); At last, gusset plate (4) and Vierendeel girder (1) welding, connecting angle (5) and gusset plate (4) welding, connecting angle (6) and frame column (2) welding.
The present invention constitutes like this: it comprises frame column (2), Vierendeel girder (1), and frame column (2), Vierendeel girder (1) are connected with vertical support (3) by gusset plate (4).
Between frame column (2) and gusset plate (4), also have connecting angle (5) and connecting angle (6); Frame column (2) and connecting angle (5) and connecting angle (6), connecting angle (5) and connecting angle (6) and gusset plate (4) are and are welded to connect.
Vierendeel girder (1) and gusset plate (4), gusset plate (4) and vertical support (3) also are welded to connect.
For easy to connect, leave certain space between the Vierendeel girder of articulated structure and the post at beam and intercolumniation; But caused certain difficulty with reliable connection the between Vierendeel girder, the frame column for so again gusset plate.Adopt joint connecting method of the present invention and structure, then can solve this difficulty, make that hinged casing is set a roof beam in place, frame column is connected reliably with H type supporting member, solved the coordination problem of both sides gusset plate and Vierendeel girder, post position, easy construction can be given full play to the advantage of hinged steel frame structure, accelerating construction progress, reduction of erection time, reduce construction costs.
Description of drawings:
Fig. 1: structural representation of the present invention, for direction of principal axis a little less than frame column is provided with the type of attachment of support;
Fig. 2: the A-A sectional view among Fig. 1;
Fig. 3: structural representation of the present invention, for the type of attachment of support is set along the strong direction of principal axis of frame column;
Fig. 4: the B-B sectional view among Fig. 3.
The specific embodiment:
Embodiments of the invention: make parts such as Vierendeel girder 1, frame column 2, according to the be articulated and connected construction of node of diagram.At first, gusset plate 4 is welded on the vertical support 3; Secondly, connecting angle 5 is welded on the frame column 2, connecting angle 6 is welded on the gusset plate 4; Then, gusset plate 4 is put on the Vierendeel girder 1 together with vertical support 3, coordinates link position by connecting angle 5,6; At last, gusset plate 4 and Vierendeel girder 1 welding, connecting angle 5 and gusset plate 4 welding, connecting angle 6 and frame column 2 welding.
Claims (4)
1. the joint connecting method of hinged steel frame H type supporting member and beam column is characterized in that: at first, gusset plate (4) is welded on the vertical support (3); Secondly, connecting angle (5) is welded on the frame column (2), connecting angle (6) is welded on the gusset plate (4); Then, gusset plate (4) is put on the Vierendeel girder (1) together with vertical support (3), coordinates link position by connecting angle (5), (6); At last, gusset plate (4) and Vierendeel girder (1) welding, connecting angle (5) and gusset plate (4) welding, connecting angle (6) and frame column (2) welding.
2. the structure of the joint connecting method of hinged steel frame H type supporting member as claimed in claim 1 and beam column, it comprises frame column (2), Vierendeel girder (1), it is characterized in that: frame column (2), Vierendeel girder (1) are connected with vertical support (3) by gusset plate (4).
3. the joint structure of hinged steel frame H type supporting member according to claim 2 and beam column is characterized in that: also have connecting angle (5) and connecting angle (6) between frame column (2) and gusset plate (4); Frame column (2) and connecting angle (5) and connecting angle (6), connecting angle (5) and connecting angle (6) and gusset plate (4) are and are welded to connect.
4. the joint structure of hinged steel frame H type supporting member according to claim 2 and beam column is characterized in that: Vierendeel girder (1) and gusset plate (4), gusset plate (4) and vertical support (3) also are welded to connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200610200016A CN100577935C (en) | 2006-01-11 | 2006-01-11 | Joint connecting method for H-type support member and beam, column of hinged steel frame and connecting structure thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200610200016A CN100577935C (en) | 2006-01-11 | 2006-01-11 | Joint connecting method for H-type support member and beam, column of hinged steel frame and connecting structure thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1807785A true CN1807785A (en) | 2006-07-26 |
| CN100577935C CN100577935C (en) | 2010-01-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200610200016A Active CN100577935C (en) | 2006-01-11 | 2006-01-11 | Joint connecting method for H-type support member and beam, column of hinged steel frame and connecting structure thereof |
Country Status (1)
| Country | Link |
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| CN (1) | CN100577935C (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102383611A (en) * | 2012-01-11 | 2012-03-21 | 浙江大学 | Construction method for steel structure beam penetrating column |
| CN102392491A (en) * | 2011-07-29 | 2012-03-28 | 上海交通大学 | Connecting joint for beam, column and inclined strut of box section of boiler steel frame and construction method thereof |
| CN105735482A (en) * | 2014-12-08 | 2016-07-06 | 国家电网公司 | Single-double angle steel transition node |
-
2006
- 2006-01-11 CN CN200610200016A patent/CN100577935C/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102392491A (en) * | 2011-07-29 | 2012-03-28 | 上海交通大学 | Connecting joint for beam, column and inclined strut of box section of boiler steel frame and construction method thereof |
| CN102383611A (en) * | 2012-01-11 | 2012-03-21 | 浙江大学 | Construction method for steel structure beam penetrating column |
| CN102383611B (en) * | 2012-01-11 | 2013-11-13 | 浙江大学 | Construction method for steel structure beam penetrating column |
| CN105735482A (en) * | 2014-12-08 | 2016-07-06 | 国家电网公司 | Single-double angle steel transition node |
| CN105735482B (en) * | 2014-12-08 | 2017-03-08 | 国家电网公司 | A kind of single double angle transition node |
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| Publication number | Publication date |
|---|---|
| CN100577935C (en) | 2010-01-06 |
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| C14 | Grant of patent or utility model | ||
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Owner name: GUIYANG ALUMINUM AND MAGNESIUM DESIGN INSTITUTE CO Free format text: FORMER NAME: GUIYANG ALUMINIUM AND MAGNESIUM DESIGN INST. |
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| CP03 | Change of name, title or address |
Address after: 550081 Guiyang Province, Jinyang New District, Zhu Zhu Road, No. 2 Patentee after: Guiyang Aluminum & Magnesium Design Institute Co., Ltd. Address before: 550004 No. 208, Beijing Road, Guiyang, Guizhou Patentee before: Guiyang Aluminium and Magnesium Design Inst. |