CN209369176U - A kind of combined special-shaped column structure system using anti-buckling support - Google Patents
A kind of combined special-shaped column structure system using anti-buckling support Download PDFInfo
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- CN209369176U CN209369176U CN201821871530.3U CN201821871530U CN209369176U CN 209369176 U CN209369176 U CN 209369176U CN 201821871530 U CN201821871530 U CN 201821871530U CN 209369176 U CN209369176 U CN 209369176U
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- shaped column
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- steel tube
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Abstract
The utility model discloses a kind of combined special-shaped column structure systems using anti-buckling support, including concrete-filled rectangular steel tube combined special-shaped column-H profile steel beam frame structure, curvature-prevention support component is equipped in the concrete-filled rectangular steel tube combined special-shaped column-H profile steel beam frame structure, herringbone arrangement can be used for the anti-buckling support and diagonal member draws arrangement.The utility model, which passes through, applies anti-buckling support, combined special-shaped column-H profile steel beam frame structure is improved in the anti-side rigidity under frequently occurred earthquake and the surrender energy dissipation capacity under rarely occurred earthquake, the relative storey displacement that combined special-shaped column-H profile steel beam frame structure ties up under horizontal loads is effectively reduced, to increase combined special-shaped column structure system in the maxi-mum height of highly seismic region.Meanwhile using the combined special-shaped column structure system assembling degree of anti-buckling support height, it is convenient to construct, and can effectively reduce situ wet operation, shortens construction period.
Description
Technical field
The utility model relates to a kind of novel compositions Structure System with Special-shaped Column, more precisely a kind of anti-buckling branch of application
The combined special-shaped column structure system of support.
Background technique
The combined special-shaped column structure system of concrete-filled rectangular steel tube has many advantages, such as flexible arrangement, avoids column angle exposed, low
It has been applied in layer and tier building.But it is being applied in the high residential building more than 18 layers, to meet displacement structure
The requirement of limit value is improved the standard rigidity using concrete shear force wall is added.Cast-in-place concrete shear wall speed of application is slow, is unfavorable for
The development of housing industrialization and building assembling.It is promotion mix Structure System with Special-shaped Column in highly seismic region high residential building
Application, it is necessary to propose a kind of novel compositions Structure System with Special-shaped Column that can effectively improve structural seismic performance.
Summary of the invention
The utility model is to solve technical problem present in well-known technique and provide a kind of group using anti-buckling support
Special-Shaped Column shock absorbing structural system is closed, the structural system simple structure, power transmission is clear, and assembling degree is high, can effectively improve group
Close the anti-seismic performance of Structure System with Special-shaped Column.
The utility model is adopted the technical scheme that solve technical problem present in well-known technique: a kind of application is anti-
The combined special-shaped column structure system of buckling support, including concrete-filled rectangular steel tube combined special-shaped column-H profile steel beam frame structure,
Curvature-prevention support component is equipped in the concrete-filled rectangular steel tube combined special-shaped column-H profile steel beam frame structure.
On the basis of above scheme, the utility model has also done following improvement:
There are two the curvature-prevention support components, and two curvature-prevention support components constitute herringbone.
The curvature-prevention support component has one, is the angle brace of oblique pull.
The curvature-prevention support component is equipped with cross connection end, the cross company of the curvature-prevention support component lower end
It connects end to connect by mid-side node support plate with the concrete-filled rectangular steel tube combined special-shaped column-H-type steel girder frame, the margin knot
Point support plate is welded on the inside of the concrete-filled rectangular steel tube combined special-shaped column-H-type steel girder frame, in the mid-side node support plate
On be welded with mid-side node ribbed stiffener, under the mid-side node support plate and the mid-side node ribbed stiffener and the curvature-prevention support component
The cross connection end at end, which docks, to be fixed, and the mid-side node support plate is equipped with perpendicular mid-side node banded plate；Two institutes
The cross connection end for stating curvature-prevention support component upper end is combined by interior joint support plate with the concrete-filled rectangular steel tube
Special-Shaped Column-H-type steel girder frame connection, the interior joint support plate are welded on the concrete-filled rectangular steel tube combined special-shaped column-H-type
On the inside of steel girder frame, be welded with interior joint ribbed stiffener in the interior joint support plate, the interior joint support plate and it is described in
Node ribbed stiffener docks fixation with the cross connection end of the curvature-prevention support component upper end, and the interior joint support plate is set
There is perpendicular interior joint banded plate, middle part ribbed stiffener is equipped in the interior joint support plate.
Constituting the concrete-filled rectangular steel tube combined special-shaped column-H profile steel beam frame structure combined special-shaped column is L shape rectangle
Concrete filled steel tube combined special-shaped column, T shape concrete-filled rectangular steel tube combined special-shaped column and the combination of cross concrete-filled rectangular steel tube are different
Any one in shape column.
The utility model has the advantages and positive effects of: being effectively increased by the anti-buckling support of application combined special-shaped
The anti-seismic performance of column structure system, hence it is evident that relative storey displacement of the combined special-shaped column structure system under horizontal loads is reduced,
To increase the maxi-mum height of combined special-shaped column structure system.Meanwhile using the combined special-shaped pillar structure of anti-buckling support
It is that assembling degree is high, it is convenient to construct, and can effectively reduce situ wet operation, shortens construction period.
Detailed description of the invention
Fig. 1 is the structural facades figure of the utility model；
Fig. 2 is the structural plan figure of the utility model；
Fig. 3 is the curvature-prevention support component margin knot point diagram of the utility model；
Fig. 4 is the curvature-prevention support component interior joint figure of the utility model；
Fig. 5 is the 1-1 sectional view of Fig. 3.
In figure: 1, concrete-filled rectangular steel tube combined special-shaped column；2, H profile steel beam；3, curvature-prevention support component；It is 3-1, cross
Connection end；4, mid-side node support plate；5, mid-side node ribbed stiffener；6, mid-side node banded plate；7, interior joint support plate；8, interior joint
Ribbed stiffener；9, interior joint banded plate；10, middle part ribbed stiffener.
Specific embodiment
For the invention, features and effects that can further appreciate that the utility model, the following examples are hereby given, and cooperates
Detailed description are as follows for attached drawing:
Please refer to FIG. 1 to FIG. 5, a kind of combined special-shaped column structure system using anti-buckling support, including by rectangular steel pipe
Concrete-filled rectangular steel tube combined special-shaped column-H profile steel beam frame structure that concrete combined special-shaped column 1 and H profile steel beam 2 are constituted,
Curvature-prevention support component 3 is equipped in the concrete-filled rectangular steel tube combined special-shaped column-H profile steel beam frame structure.It is described anti-buckling
Supporting member 3 is existed with the ability for surrendering energy consumption under anti-side rigidity under offer frequently occurred earthquake and rarely occurred earthquake by reasonable Arrangement
In combined special-shaped column-H profile steel beam frame structure, interlayer position of the combined special-shaped rod structure under horizontal loads can be effectively controlled
It moves, the anti-seismic performance of combined special-shaped column structure system can be significantly improved.
Above-mentioned curvature-prevention support component combination actual engineering design is needed to be arranged using herringbone, also be can be set into
Angle brace.The structure arranged using herringbone are as follows: there are two above-mentioned curvature-prevention support components 3, two curvature-prevention support components 3
Constitute herringbone.It is arranged to the structure of angle brace are as follows: the curvature-prevention support component 3 has one, is the angle brace of oblique pull.In this implementation
Example in, the curvature-prevention support component 3 be equipped with cross connection end 3-1, the curvature-prevention support component lower end it is cross
Connection end 3-1 is connect by mid-side node support plate 4 with the concrete-filled rectangular steel tube combined special-shaped column-H-type steel girder frame, institute
It states mid-side node support plate 4 to be welded on the inside of the concrete-filled rectangular steel tube combined special-shaped column-H-type steel girder frame, in the margin knot
Mid-side node ribbed stiffener 5, the mid-side node support plate 4 and the mid-side node ribbed stiffener 5 is welded in point support plate 4 to prevent bending with described
The cross connection end 3-1 of bent supporting member lower end, which is docked, to be fixed, and the mid-side node support plate 4 is equipped with perpendicular margin knot
Point banded plate 6；The cross connection end 3-1 of two curvature-prevention support component upper ends passes through interior joint support plate 7 and institute
Concrete-filled rectangular steel tube combined special-shaped column-H-type steel girder frame connection is stated, the interior joint support plate 7 is welded on the rectangle steel
On the inside of pipe concrete combined special-shaped column-H-type steel girder frame, it is welded with interior joint ribbed stiffener 8 in the interior joint support plate 7,
The cross connection end of the interior joint support plate 7 and the interior joint ribbed stiffener 8 and the curvature-prevention support component upper end
3-1 docking is fixed, and the interior joint support plate 7 is equipped with perpendicular interior joint banded plate 9, in the interior joint support plate 7
It is equipped with middle part ribbed stiffener 10, to enhance its stability.Above-mentioned curvature-prevention support component is provided by manufacturer, and end is using suitable
The cross connection end of welding is closed, but the end construction of curvature-prevention support component is not limited to cross connection end, also
It can be set into and be suitble to bolted flange arrangement, be attached using high-strength bolt and support node plate.
Constituting the concrete-filled rectangular steel tube combined special-shaped column-H profile steel beam frame structure combined special-shaped column 1 is L shape square
Shape concrete filled steel tube combined special-shaped column, T shape concrete-filled rectangular steel tube combined special-shaped column and the combination of cross concrete-filled rectangular steel tube
Any one in Special-Shaped Column.
Although being described above in conjunction with preferred embodiment of the attached drawing to the utility model, the utility model is not
It is confined to above-mentioned specific embodiment, the above mentioned embodiment is only schematical, is not restrictive, ability
The those of ordinary skill in domain is not departing from the utility model aims and claimed under the enlightenment of the utility model
In the case where range, many forms can also be made, these are belonged within the protection scope of the utility model.
Claims (5)
1. a kind of combined special-shaped column structure system using anti-buckling support, which is characterized in that including concrete-filled rectangular steel tube group
Special-Shaped Column-H profile steel beam frame structure is closed, is equipped in the concrete-filled rectangular steel tube combined special-shaped column-H profile steel beam frame structure
Curvature-prevention support component.
2. the combined special-shaped column structure system according to claim 1 using anti-buckling support, which is characterized in that described anti-
There are two buckling support components, and two curvature-prevention support components constitute herringbone.
3. the combined special-shaped column structure system according to claim 1 using anti-buckling support, which is characterized in that described anti-
Buckling support component has one, is the angle brace of oblique pull.
4. the combined special-shaped column structure system according to claim 2 using anti-buckling support, which is characterized in that described anti-
Buckling support component is equipped with cross connection end, and the cross connection end of the curvature-prevention support component lower end passes through margin knot
Point support plate is connect with the concrete-filled rectangular steel tube combined special-shaped column-H-type steel girder frame, and the mid-side node support plate is welded on
On the inside of the concrete-filled rectangular steel tube combined special-shaped column-H-type steel girder frame, mid-side node is welded in the mid-side node support plate
Ribbed stiffener, the cross connection of the mid-side node support plate and the mid-side node ribbed stiffener and the curvature-prevention support component lower end
End docking is fixed, and the mid-side node support plate is equipped with perpendicular mid-side node banded plate；
The cross connection end of two curvature-prevention support component upper ends passes through interior joint support plate and the rectangular steel pipe
Concrete combined special-shaped column-H-type steel girder frame connection, the interior joint support plate are welded on the concrete-filled rectangular steel tube combination
On the inside of Special-Shaped Column-H-type steel girder frame, interior joint ribbed stiffener, the interior joint support are welded in the interior joint support plate
Plate and the interior joint ribbed stiffener dock fixation, the middle section with the cross connection end of the curvature-prevention support component upper end
Point support plate is equipped with perpendicular interior joint banded plate, and middle part ribbed stiffener is equipped in the interior joint support plate.
5. the combined special-shaped column structure system according to claim 1 using anti-buckling support, which is characterized in that constitute institute
Concrete-filled rectangular steel tube combined special-shaped column-H profile steel beam frame structure combined special-shaped column is stated as the combination of L shape concrete-filled rectangular steel tube
It is any one in Special-Shaped Column, T shape concrete-filled rectangular steel tube combined special-shaped column and cross concrete-filled rectangular steel tube combined special-shaped column
Kind.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821871530.3U CN209369176U (en) | 2018-11-14 | 2018-11-14 | A kind of combined special-shaped column structure system using anti-buckling support |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821871530.3U CN209369176U (en) | 2018-11-14 | 2018-11-14 | A kind of combined special-shaped column structure system using anti-buckling support |
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| CN209369176U true CN209369176U (en) | 2019-09-10 |
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| CN201821871530.3U Active CN209369176U (en) | 2018-11-14 | 2018-11-14 | A kind of combined special-shaped column structure system using anti-buckling support |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113863744A (en) * | 2021-11-22 | 2021-12-31 | 源之材智能装备(江苏)有限公司 | Vibration suppression type high-rise stereo garage structure |
-
2018
- 2018-11-14 CN CN201821871530.3U patent/CN209369176U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113863744A (en) * | 2021-11-22 | 2021-12-31 | 源之材智能装备(江苏)有限公司 | Vibration suppression type high-rise stereo garage structure |
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| CP03 | "change of name, title or address" |
Address after: 300073 Tianda architectural creative building (Science Park), No.192 Anshan West Road, Nankai District, Tianjin Patentee after: Tianjin University architectural design and Planning Research Institute Co.,Ltd. Address before: No.192 Anshan West Road, Nankai District, Tianjin 300073 Patentee before: TIANJIN University RESEARCH INSTITUTE OF ARCHITECTRUAL DESIGN & URBAN PLANNING |