CN206752726U - A kind of assembling type partition wall constraining anti-buckling supporting member - Google Patents
A kind of assembling type partition wall constraining anti-buckling supporting member Download PDFInfo
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- CN206752726U CN206752726U CN201720412030.2U CN201720412030U CN206752726U CN 206752726 U CN206752726 U CN 206752726U CN 201720412030 U CN201720412030 U CN 201720412030U CN 206752726 U CN206752726 U CN 206752726U
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- steel plate
- partition wall
- constraint steel
- enhancing
- enhancing constraint
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Abstract
The utility model discloses a kind of assembling type partition wall constraining anti-buckling supporting member, the supporting member includes：Two partition walls；Enhancing constraint steel plate, for constraining lateral thrust deformation caused by support inner core compression, including the first enhancing constraint steel plate and the second enhancing constraint steel plate, first enhancing constraint steel plate is provided with screw shell, second enhancing constraint steel plate is provided with steel bushing, and screw shell and steel bushing are bolted；Inner core is supported, support inner core includes end linkage section, power consumption section and limiting card.The utility model can not only make full use of the deformation of support inner core and surrender energy dissipation capacity to improve the energy dissipation capacity of total, the advantages of having simplified working procedure concurrently simultaneously and reducing the wasting of resources, both there is common the advantages of anti-buckling support energy consumption is excellent, anti-seismic performance is good, compensate for simultaneously common anti-buckling support now build a wall construction inconvenience and the wasting of resources the shortcomings that, meet building structure aseismatic, the advantages that Aseismatic Design and " green building " require.
Description
Technical field
The utility model belongs to building structure aseismatic and energy-dissipating and shock-absorbing technical field, and in particular to a kind of assembling type partition wall is about
Beam curvature-prevention support component.
Background technology
The Aseismic Design of building structure needs to take into account energy dissipation capacity and anti-side rigidity simultaneously, generally sets up anti-buckling branch at present
Support to increase the anti-side rigidity of structure, while improve energy dissipation capacity of the building structure under rarely occurred earthquake, enhancing frame structure resists
Shock stability.
For reinforced concrete frame structure or frame shear wall structure, anti-buckling support is generally set up at partition wall, it is existing
Field builds hollow block wall or brick wall by laying bricks or stones, and this mode has the following disadvantages：When construction inconvenience, because anti-buckling support will
The oblique segmentation of partition wall, it is very inconvenient that partition wall is built by laying bricks or stones, and builds the deformation characteristicses that partition wall will change framework by laying bricks or stones, is unfavorable for anti-buckling branch
The surrender power consumption of support；Second, the wasting of resources, building a wall needs to expend more manpower and long period, waste of resource, does not meet " green
Building " standard；Third, influenceing partition wall uses function, because anti-buckling support is tilting inside partition wall, it is unfavorable for cloth inside partition wall
If pipeline, and influence the extraneous adornment of the area partition.
For disadvantages mentioned above, to reduce difficulty of construction, meeting building function requirement, while the surrender consumption of energy dissipation brace is played
Energy ability, the utility model proposes the consumption of a kind of assembling type partition wall constraining anti-buckling supporting member, not only raising building structure
Energy and shock resistance, and it is convenient to construct.
Utility model content
In order to solve the above-mentioned technical problem, the utility model provides a kind of assembling type partition wall constraining anti-buckling support structure
Part.
In order to achieve the above object, the technical solution of the utility model is as follows：
The utility model provides a kind of assembling type partition wall constraining anti-buckling supporting member, including：
Two partition walls；
Enhancing constraint steel plate, for constraining lateral thrust deformation caused by support inner core compression, including the first enhancing constraint
Steel plate and the second enhancing constraint steel plate, the first enhancing constraint steel plate, the second enhancing constraint steel plate are respectively arranged on two partition walls, the
One enhancing constraint steel plate is provided with screw shell, and the second enhancing constrains steel plate and is provided with steel bushing, screw shell and steel bushing it
It is bolted；
Inner core is supported, for strengthening the surrender energy dissipation capacity and anti-side rigidity of building structure, support inner core connects including end
Section, power consumption section and limiting card are connect, limiting card is arranged at the centre position of power consumption section, and end linkage section is arranged at the two of power consumption section
Side, support inner core are arranged between two partition walls and constrained positioned at the first enhancing between steel plate and the second enhancing constraint steel plate.
The utility model not only can be fully sharp compared to prior art, the assembling type partition wall constraining anti-buckling supporting member
Improve the energy dissipation capacity of total with the deformation and surrender energy dissipation capacity of support inner core, at the same have concurrently simplified working procedure and
The advantages of reducing the wasting of resources.The mode stationary partition being connected with bolt with screw shell, both convenient construction installation, and can regulation
Partition wall spacing.Under small shake effect, the assembling type partition wall constraining anti-buckling supporting member supports equivalent to inductile metal, is
Structure provides enough anti-side rigidities, and support inner core remains elastic stage；Under middle shake or big shake effect, using in support
The surrender energy dissipation capacity of core, play energy-dissipating and shock-absorbing effect.The assembling type partition wall constraining anti-buckling supporting member had both had common anti-
The advantages of buckling support power consumption is excellent, anti-seismic performance is good, while compensate for common anti-buckling construction inconvenience and the money of support-now building a wall
The shortcomings that source wastes, meet building structure aseismatic, the advantages that Aseismatic Design and " green building " require.
As preferable scheme, the above-mentioned first enhancing constraint steel plate and the second enhancing constraint steel plate are provided with peg, the
One enhancing constraint steel plate, the second enhancing constraint steel plate are integrally formed by the cast of the wallboard of peg and partition wall respectively.
Using above-mentioned preferable scheme, the first enhancing constraint steel plate, the second enhancing constraint steel plate respectively by peg with every
The wallboard cast of wall integrally forms, and structural strength is high, easy to process.
As preferable scheme, two above-mentioned partition walls being mutually twisted by tongue-and-groove and tenon by multiple partition wall cell boards
Assembled, first strengthens constraint steel plate and second day enhancing constraint steel plate respectively with partition wall cell board one-to-one corresponding provided with multiple
Steel plate.
Using above-mentioned preferable scheme, two partition walls are assembled by multiple partition wall cell boards, are easily installed and transport.
As preferable scheme, the above-mentioned first enhancing constraint steel plate and the second enhancing constraint steel plate are located at partition wall entirety
End has a steel plate right-angle structure.
Using above-mentioned preferable scheme, steel plate right-angle structure is set, further improves the first enhancing constraint steel plate and second
The performance of enhancing constraint steel plate.
As preferable scheme, the end of above-mentioned end linkage section has connection right-angle structure, connects right-angle structure
Size dimension is not less than the size dimension of steel plate right-angle structure.
Using above-mentioned preferable scheme, connection right-angle structure is set, further improves the performance of support inner core.
As preferable scheme, transition part, the width of transition part are additionally provided between above-mentioned power consumption section and end linkage section
Size is between power consumption section and the width dimensions of end linkage section.Wherein, it is low yield force steel plate to support inner core.
Using above-mentioned preferable scheme, increase transition part, further improve the performance of support inner core.
As preferable scheme, Vierendeel girder is additionally provided with, two partition walls are arranged in Vierendeel girder and are filled between Vierendeel girder
Flexible material layer.
As preferable scheme, the utility model also provides a kind of installation of assembling type partition wall constraining anti-buckling supporting member
Method, comprise the following steps：
S1, partition wall cell board are installed from middle part to both sides, and reserve outermost partition wall cell board；
S2, embedded steel tube at inner core and bean column node will be supported by being welded to connect fixation, then outermost partition wall to be installed
Cell board；
The spacing of two partition walls is adjusted after S3, whole partition wall cell board installations by bolt, finally by angle steel and frame
Set a roof beam in place and be connected.
Using above-mentioned preferable scheme, partition wall cell board installs the installation accuracy for ensureing support inner core from middle part to both sides.
Brief description of the drawings
Fig. 1 is the overall structure diagram of assembling type partition wall constraining anti-buckling supporting member of the present utility model；
Fig. 2 is the organigram of assembling type partition wall constraining anti-buckling supporting member monolithic partition wall of the present utility model；
Fig. 3 is the support innercore construction schematic diagram of assembling type partition wall constraining anti-buckling supporting member of the present utility model；
Fig. 4 is the explosive view of assembling type partition wall constraining anti-buckling supporting member of the present utility model；
Fig. 5 is the partition wall cell board splicing schematic diagram of assembling type partition wall constraining anti-buckling supporting member of the present utility model；
Fig. 6 is the enhancing constraint steel plate cross-sectional configuration of assembling type partition wall constraining anti-buckling supporting member of the present utility model
Schematic diagram.
Corresponding component title in figure represented by numeral：
1. partition wall constraining anti-buckling supporting member, 2. partition walls, 3. support inner cores, 4. bolts, 5. caging bolts, 6. partition wall lists
First plate, 7. tongue-and-grooves, 8. tenons, 9. second enhancing constraint steel plates, 10. first enhancing constraint steel plates, 11. steel plates, 12. steel bushings,
13. screw shell, 14. pegs, 15. end linkage sections, 16. power consumption sections, 17. limiting cards.
Embodiment
Describe preferred embodiment of the present utility model in detail below in conjunction with the accompanying drawings.
In order to reach the purpose of this utility model, as shown in Figures 1 to 6, in one of which embodiment party of the present utility model
A kind of assembling type partition wall constraining anti-buckling supporting member 1 is provided in formula, including：
Two partition walls 2；
Enhancing constraint steel plate, for constraining lateral thrust deformation caused by support inner core compression, including the first enhancing constraint
Steel plate 10 and second enhancing constraint steel plate 9, first enhancing constraint steel plate 10, second enhancing constraint steel plate 9 be respectively arranged at two every
On wall 2, the first enhancing constraint steel plate 10 is provided with screw shell 13, and the second enhancing constraint steel plate 9 is provided with steel bushing 12, screw thread
Sleeve 13 and steel bushing 12 are connected by bolt 4；
Inner core 3 is supported, for strengthening the surrender energy dissipation capacity and anti-side rigidity of building structure, support inner core 3 includes end
Linkage section 15, power consumption section 16 and limiting card 17, limiting card 17 are arranged at the centre position of power consumption section 16, and end linkage section 15 is set
In the both sides of power consumption section 16, support inner core 3, which is arranged between two partition walls 2 and constrains steel plate 10 and second positioned at the first enhancing, to be strengthened
Between constraint steel plate 9.
Present embodiment not only can be fully sharp compared to prior art, the assembling type partition wall constraining anti-buckling supporting member
Improve the energy dissipation capacity of total with the deformation and surrender energy dissipation capacity of support inner core, at the same have concurrently simplified working procedure and
The advantages of reducing the wasting of resources.The mode stationary partition being connected with bolt with screw shell, both convenient construction installation, and can regulation
Partition wall spacing.Under small shake effect, the assembling type partition wall constraining anti-buckling supporting member supports equivalent to inductile metal, is
Structure provides enough anti-side rigidities, and support inner core remains elastic stage；Under middle shake or big shake effect, using in support
The surrender energy dissipation capacity of core, play energy-dissipating and shock-absorbing effect.The assembling type partition wall constraining anti-buckling supporting member had both had common anti-
The advantages of buckling support power consumption is excellent, anti-seismic performance is good, while compensate for common anti-buckling construction inconvenience and the money of support-now building a wall
The shortcomings that source wastes, meet building structure aseismatic, the advantages that Aseismatic Design and " green building " require.
In order to further optimize implementation result of the present utility model, in another embodiment of the present utility model,
On the basis of foregoing teachings, the above-mentioned first enhancing constraint enhancing constraint steel plate 9 of steel plate 10 and second is provided with peg 14, the
The one enhancing constraint enhancing constraint of steel plate 10, second steel plate 9 is integrally formed by the wallboard cast of peg 14 and partition wall 2 respectively.
Using above-mentioned preferable scheme, the first enhancing constraint enhancing constraint steel plate 9 of steel plate 10, second passes through peg 14 respectively
Wallboard cast with partition wall 2 integrally forms, and structural strength is high, easy to process.
As shown in Figures 4 to 6, in order to further optimize implementation result of the present utility model, of the present utility model another
In a kind of embodiment, on the basis of foregoing teachings, two above-mentioned partition walls 2 pass through the He of tongue-and-groove 7 by seven partition wall cell boards 6
Being mutually twisted for tenon 8 is assembled, first enhancing constraint steel plate 10 and second day enhancing constraint steel plate 9 respectively with partition wall unit
Plate 6 corresponds and is provided with seven steel plates 11.
Using above-mentioned preferable scheme, two partition walls 2 are assembled by multiple partition wall cell boards 6, are easily installed and transport.
In order to further optimize implementation result of the present utility model, in another embodiment of the present utility model,
On the basis of foregoing teachings, the above-mentioned first enhancing constraint enhancing constraint steel plate 9 of steel plate 10 and second is located at partition wall entirety
End has a steel plate right-angle structure.
Using above-mentioned preferable scheme, steel plate right-angle structure is set, further improves the first enhancing constraint steel plate and second
The performance of enhancing constraint steel plate.
In order to further optimize implementation result of the present utility model, in another embodiment of the present utility model,
On the basis of foregoing teachings, the end of above-mentioned end linkage section 15 has connection right-angle structure, connects the side of right-angle structure
Long size is not less than the size dimension of steel plate right-angle structure.
Using above-mentioned preferable scheme, connection right-angle structure is set, further improves the performance of support inner core.
In order to further optimize implementation result of the present utility model, in another embodiment of the present utility model,
On the basis of foregoing teachings, transition part, the width of transition part are additionally provided between above-mentioned power consumption section 16 and end linkage section 15
Size is between power consumption section 16 and the width dimensions of end linkage section 15.Wherein, it is low yield force steel plate to support inner core 3, limit
Position card fixes the position of support inner core by caging bolt 5.
Using above-mentioned preferable scheme, increase transition part, further improve the performance of support inner core.
In order to further optimize implementation result of the present utility model, in another embodiment of the present utility model,
On the basis of foregoing teachings, Vierendeel girder is additionally provided with, two partition walls are arranged in Vierendeel girder and filled between Vierendeel girder flexible
Material layer.
In order to further optimize implementation result of the present utility model, in another embodiment of the present utility model,
On the basis of foregoing teachings, the utility model also provides a kind of installation side of assembling type partition wall constraining anti-buckling supporting member
Method, comprise the following steps：
S1, partition wall cell board are installed from middle part to both sides, and reserve outermost partition wall cell board；
S2, embedded steel tube at inner core and bean column node will be supported by being welded to connect fixation, then outermost partition wall to be installed
Cell board；
The spacing of two partition walls is adjusted after S3, whole partition wall cell board installations by bolt, finally by angle steel and frame
Set a roof beam in place and be connected.
When being prefabricated in the factory, the height and span of partition wall cell board 6 are determined according to the requirement of architectural composition, to reduce partition wall
To frame deformation influence and be easy to the installation of partition wall cell board, the total span of side partition wall cell board 6 is slightly less than framework span；
Required to determine the thickness and width of support inner core power consumption section 16 according to structural bearing capacity and anti-side rigidity；According to support inner core 3 by
Face epipolar restriction caused by pressure determines the quantity and spacing of bolt 4, and in the first enhancing constraint enhancing constraint steel of steel plate 10, second
Screw shell 13, steel bushing 12 is respectively welded in the correspondence position of plate 9；It is pressurized and produces according to the width of support inner core 3 and support inner core 3
Raw face epipolar restriction determines the width and thickness of the first enhancing constraint enhancing constraint steel plate 9 of steel plate 10, second.
Using above-mentioned preferable scheme, partition wall cell board 6 installs the installation accuracy for ensureing support inner core from middle part to both sides.
Above-described is only preferred embodiment of the present utility model, it is noted that for the ordinary skill of this area
For personnel, on the premise of not departing from the utility model and creating design, various modifications and improvements can be made, these all belong to
In the scope of protection of the utility model.
Claims (7)
- A kind of 1. assembling type partition wall constraining anti-buckling supporting member, it is characterised in that including：Two partition walls；Enhancing constraint steel plate, for constraining lateral thrust deformation caused by support inner core compression, including the first enhancing constraint steel plate With the second enhancing constraint steel plate, the first enhancing constraint steel plate, the second enhancing constraint steel plate are respectively arranged on two partition walls, and first increases Strong constraint steel plate is provided with screw shell, and the second enhancing constraint steel plate is provided with steel bushing, and screw shell and steel bushing pass through Bolt connection；Support inner core, for strengthening the surrender energy dissipation capacity and anti-side rigidity of building structure, support inner core include end linkage section, The section that consumes energy and limiting card, limiting card are arranged at the centre position of power consumption section, and end linkage section is arranged at the both sides of power consumption section, support Inner core is arranged between two partition walls and constrained positioned at the first enhancing between steel plate and the second enhancing constraint steel plate.
- 2. assembling type partition wall constraining anti-buckling supporting member according to claim 1, it is characterised in that the first enhancing constraint Steel plate and the second enhancing constraint steel plate are provided with peg, and the first enhancing constraint steel plate, the second enhancing constraint steel plate pass through bolt respectively Follow closely and integrally formed with the cast of the wallboard of partition wall.
- 3. assembling type partition wall constraining anti-buckling supporting member according to claim 2, it is characterised in that two partition walls are by more Individual partition wall cell board is assembled by being mutually twisted for tongue-and-groove and tenon, the first enhancing constraint steel plate and second day enhancing constraint Steel plate corresponds with partition wall cell board be provided with multiple steel plates respectively.
- 4. assembling type partition wall constraining anti-buckling supporting member according to claim 2, it is characterised in that the first enhancing constraint Steel plate and the second enhancing constraint steel plate are located at the overall end of partition wall and have a steel plate right-angle structure.
- 5. assembling type partition wall constraining anti-buckling supporting member according to claim 4, it is characterised in that end linkage section End has connection right-angle structure, and the size dimension for connecting right-angle structure is not less than the size dimension of steel plate right-angle structure.
- 6. assembling type partition wall constraining anti-buckling supporting member according to claim 1, it is characterised in that power consumption section and end Transition part is additionally provided between linkage section, the width dimensions of transition part are between power consumption section and the width dimensions of end linkage section.
- 7. assembling type partition wall constraining anti-buckling supporting member according to claim 1, it is characterised in that be additionally provided with framework Beam, two partition walls are arranged in Vierendeel girder and flexible material layer are filled between Vierendeel girder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720412030.2U CN206752726U (en) | 2017-04-19 | 2017-04-19 | A kind of assembling type partition wall constraining anti-buckling supporting member |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720412030.2U CN206752726U (en) | 2017-04-19 | 2017-04-19 | A kind of assembling type partition wall constraining anti-buckling supporting member |
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| CN206752726U true CN206752726U (en) | 2017-12-15 |
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| CN201720412030.2U Withdrawn - After Issue CN206752726U (en) | 2017-04-19 | 2017-04-19 | A kind of assembling type partition wall constraining anti-buckling supporting member |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894537A (en) * | 2017-04-19 | 2017-06-27 | 智性科技南通有限公司 | A kind of assembling type partition wall constraining anti-buckling supporting member and its installation method |
-
2017
- 2017-04-19 CN CN201720412030.2U patent/CN206752726U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894537A (en) * | 2017-04-19 | 2017-06-27 | 智性科技南通有限公司 | A kind of assembling type partition wall constraining anti-buckling supporting member and its installation method |
| CN106894537B (en) * | 2017-04-19 | 2022-09-20 | 智性科技南通有限公司 | Assembled partition wall restrained buckling-restrained supporting member and mounting method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20171215 Effective date of abandoning: 20220920 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20171215 Effective date of abandoning: 20220920 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |