CN201485967U - Connecting structure of structural column and carrier beams - Google Patents
Connecting structure of structural column and carrier beams Download PDFInfo
- Publication number
- CN201485967U CN201485967U CN2009201637596U CN200920163759U CN201485967U CN 201485967 U CN201485967 U CN 201485967U CN 2009201637596 U CN2009201637596 U CN 2009201637596U CN 200920163759 U CN200920163759 U CN 200920163759U CN 201485967 U CN201485967 U CN 201485967U
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- Prior art keywords
- structural column
- place
- carrier beam
- connecting structure
- horizontal
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- Expired - Fee Related
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Abstract
The utility model relates to an architectural structure, in particular to a connecting structure of a structural column and carrier beam connections. The connecting structure comprises the structural column and carrier beams; a horizontal carrier beam is welded outside the wall of the structural column; a slant cylindrical carrier beam is welded at the joint of the structural column and the horizontal carrier beam and respectively welded with the structural column and the horizontal carrier beam through fixing plates; and the horizontal carrier beam and the slant cylindrical carrier beam are respectively connected with a steel I-beam and a cylindrical beam bolt through connecting steel plates. By welding the horizontal carrier beam and the cylindrical carrier beam on the structural column, the utility model not only meets requirements for different constructions, but also has stable and firm structure.
Description
Technical field:
The utility model relates to building structure, especially a kind of structural column and Vierendeel girder node connecting structure.
Background technology:
The pipe cross-section steel increases day by day both at home and abroad at present, because of pipe cross section property center symmetry, can give full play to the cross section bearing capacity, saves steel, is widely used.Extensive use in building structure is difficult to realize comparatively reasonably structural form because pipe cross section rigid joint connects.Present domestic employing pipe cross section bearing diagonal and framework, post, beam are rigidly attached in the actual engineering to be used very fewly, and not have the technology node data reference of being correlated with.Extensively adopt the bolt weldering to mix at present and connect, promptly flange of beam and post adopt and melt groove weld entirely, and the beam offset plate adopts the friction-type high-strength bolt to be connected with post.In actual engineering, seldom consider the reasonability of joint structure, still apply mechanically the node pattern that cantilever beam section promptly is set according to old customs on post, the shortcoming of this joint form: in the construction to control member misalignment of axe, cross section contraposition, groove gap, bolt hole apart from etc. reach accurately that difficulty is very big; Ordinary circumstance is scale expects to march into the arena surely, does cantilever segment and material all in one piece will be cut off, and factory increases the workload of two interfaces; Member transportation lowers efficiency, and increases and religion pin hand-held tool is installed should be considered as far as possible that beam directly is connected with post when this category node of design, and cantilever beam section is not set.
Summary of the invention:
The technical problems to be solved in the utility model is: provide a kind of rational in infrastructure, easy construction, the structural column of stable strong and Vierendeel girder node connecting structure.
The technical scheme that solves its technical problem employing is:
A kind of structural column and Vierendeel girder node connecting structure, comprise: structural column, Vierendeel girder, the described structure post jamb outside is welded with horizontal pane and sets a roof beam in place, described structural column and the horizontal pane junction of setting a roof beam in place is welded with oblique cylindrical frame beam, this oblique cylindrical frame beam by fixed head respectively with the welding of setting a roof beam in place of structural column and horizontal pane, described horizontal pane is set a roof beam in place and is connected with the cylinder beam bolt with steel I-beam respectively by being connected steel plate with oblique cylindrical frame beam.
Compared with prior art, the beneficial effects of the utility model are:
By weld horizontal Vierendeel girder on the structural column and cylindrical frame beam, not only satisfy the requirement of different building operations, and Stability Analysis of Structures, firm.
Description of drawings:
Fig. 1 is the utility model structural representation.
Fig. 2 is the utility model A-A cross-sectional view.
Fig. 3 is the utility model B-B cross-sectional view.
Among the figure: structural column 1, fixed head 2, oblique cylindrical frame beam 3, cylinder beam 4 connects steel plate 5, steel I-beam 6, bolt 7, gusset plate 8, horizontal pane sets a roof beam in place 9.
The specific embodiment:
The utility model is described in further detail below in conjunction with drawings and Examples:
A kind of structural column and Vierendeel girder node connecting structure, comprise: structural column 1, Vierendeel girder, the described structural column 1 wall outside is welded with horizontal pane and sets a roof beam in place 9, described structural column 1 and horizontal pane 9 junctions of setting a roof beam in place are welded with oblique cylindrical frame beam 3, this oblique cylindrical frame beam 3 by fixed head 2 respectively with 9 welding of setting a roof beam in place of structural column 1 and horizontal pane, described horizontal pane is set a roof beam in place and 9 is connected with 6 cylinder beams, 4 bolts with steel I-beam respectively by being connected steel plate 5 with oblique cylindrical frame beam 3.
Horizontal pane described in the present embodiment sets a roof beam in place and is provided with stiffener 8 between 9 edges of a wing, strengthened set a roof beam in place 9 supporting capacity of horizontal pane so greatly.
Job practices of the present utility model is summarized as follows:
At first according to construction requirement, can set a roof beam in place 9 and oblique cylindrical frame beam 3 welding horizontal pane on the box-structure post, setting a roof beam in place in horizontal pane then 9 is provided with cylinder beam 4 with the web of the link of oblique cylindrical frame beam 3 and I-shaped Vierendeel girder 6 and is connected steel plate 5, this connection steel plate 5 with horizontal pane set a roof beam in place 9 with oblique cylindrical frame beam 3 and I-shaped Vierendeel girder 6 webs with pass through bolt after cylinder beam 4 is connected.
Claims (2)
1. structural column and Vierendeel girder node connecting structure, comprise: structural column, Vierendeel girder, it is characterized in that the described structure post jamb outside is welded with horizontal pane and sets a roof beam in place, described structural column and the horizontal pane junction of setting a roof beam in place is welded with oblique cylindrical frame beam, this oblique cylindrical frame beam by fixed head respectively with the welding of setting a roof beam in place of structural column and horizontal pane, described horizontal pane is set a roof beam in place and is connected with the cylinder beam bolt with steel I-beam respectively by being connected steel plate with oblique cylindrical frame beam.
2. according to described structural column of claim 1 and Vierendeel girder node connecting structure, it is characterized in that being provided with stiffener between described horizontal frame flange of beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201637596U CN201485967U (en) | 2009-07-13 | 2009-07-13 | Connecting structure of structural column and carrier beams |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201637596U CN201485967U (en) | 2009-07-13 | 2009-07-13 | Connecting structure of structural column and carrier beams |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201485967U true CN201485967U (en) | 2010-05-26 |
Family
ID=42424852
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201637596U Expired - Fee Related CN201485967U (en) | 2009-07-13 | 2009-07-13 | Connecting structure of structural column and carrier beams |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201485967U (en) |
-
2009
- 2009-07-13 CN CN2009201637596U patent/CN201485967U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100526 Termination date: 20160713 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |