CN106894537A - A kind of assembling type partition wall constraining anti-buckling supporting member and its installation method - Google Patents
A kind of assembling type partition wall constraining anti-buckling supporting member and its installation method Download PDFInfo
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- CN106894537A CN106894537A CN201710256488.8A CN201710256488A CN106894537A CN 106894537 A CN106894537 A CN 106894537A CN 201710256488 A CN201710256488 A CN 201710256488A CN 106894537 A CN106894537 A CN 106894537A
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- steel plate
- partition wall
- constraint steel
- supporting member
- enhancing
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
Abstract
The invention discloses a kind of assembling type partition wall constraining anti-buckling supporting member and its installation method, the supporting member includes：Two partition walls；Enhancing constraint steel plate, the lateral thrust deformation produced for constraining support inner core to be pressurized, 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；Support inner core, support inner core includes end linkage section, power consumption section and limiting card.The present invention 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, have simplified working procedure concurrently simultaneously and reduce the advantage of the wasting of resources, both had the advantages that common anti-buckling support energy consumption was excellent, anti-seismic performance is good, compensate for common anti-buckling support simultaneously now to build a wall the shortcoming of construction inconvenience and the wasting of resources, the advantages of meeting building structure aseismatic, Aseismatic Design and " green building " and require.
Description
Technical field
The invention belongs to building structure aseismatic and energy-dissipating and shock-absorbing technical field, and in particular to a kind of assembling type partition wall constraint is anti-
Buckling support component and its installation method.
Background technology
The Aseismic Design of building structure is needed to take into account energy dissipation capacity and anti-side rigidity simultaneously, and anti-buckling branch is generally set up at present
Support to increase the anti-side rigidity of structure, while improving energy dissipation capacity of the building structure under rarely occurred earthquake, enhancing frame structure resists
Shock stability.
Anti-buckling support is generally set up at partition wall for reinforced concrete frame structure or frame shear wall structure, it is existing
Field builds hollow block wall or brick wall by laying bricks or stones, and this mode has the following disadvantages：One is 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 build by laying bricks or stones partition wall will change framework deformation characteristicses, be unfavorable for anti-buckling branch
The surrender power consumption of support；Two is the wasting of resources, and building a wall needs to expend more manpower and long period, waste of resource, does not meet " green
Building " standard；Three is that influence partition wall uses function, because anti-buckling support is tilting inside partition wall, is unfavorable for partition wall inside cloth
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 playing the surrender consumption of energy dissipation brace
Energy ability, the present invention proposes a kind of assembling type partition wall constraining anti-buckling supporting member and its installation method, not only improves building
The power consumption of structure and shock resistance, and it is convenient to construct.
The content of the invention
In order to solve the above-mentioned technical problem, the invention provides a kind of assembling type partition wall constraining anti-buckling supporting member and its
Installation method.
In order to achieve the above object, technical scheme is as follows：
The present invention provides a kind of assembling type partition wall constraining anti-buckling supporting member, including：
Two partition walls；
Enhancing constraint steel plate, the lateral thrust deformation produced for constraining support inner core to be pressurized, 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 constraint steel plate is provided with steel bushing, screw shell and steel bushing it
It is bolted；
Support inner core, surrender energy dissipation capacity and anti-side rigidity for strengthening 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 is arranged between two partition walls and between the first enhancing constraint steel plate and the second enhancing constraint steel plate.
Compared to prior art, the assembling type partition wall constraining anti-buckling supporting member can not only make full use of branch to the present invention
The deformation and surrender energy dissipation capacity for supportting inner core improve the energy dissipation capacity of total, while have simplified working procedure and reduction concurrently
The advantage of the wasting of resources.The mode stationary partition being connected with screw shell with bolt, both convenient construction installation, can adjust partition wall again
Spacing.Under small shake effect, the assembling type partition wall constraining anti-buckling supporting member is supported equivalent to inductile metal, is structure
Enough anti-side rigidities are provided, support inner core remains elastic stage；Under middle shake or big shake effect, using supporting inner core
Surrender energy dissipation capacity, plays energy-dissipating and shock-absorbing effect.The assembling type partition wall constraining anti-buckling supporting member had both had common anti-buckling
The advantage that support energy consumption is excellent, anti-seismic performance is good, while compensate for common anti-buckling support-now build a wall construction inconvenience and resource wave
The shortcoming taken, the advantages of meeting building structure aseismatic, Aseismatic Design and " green building " and require.
Used as preferred scheme, above-mentioned the first enhancing constraint steel plate and the second enhancing constraint steel plate is provided with peg, the
One enhancing constraint steel plate, the second enhancing constraint steel plate are poured into a mould by the wallboard of peg and partition wall integrally form respectively.
Using above-mentioned preferred scheme, the first enhancing constraint steel plate, the second enhancing constraint steel plate respectively by peg with every
The wallboard cast of wall is integrally formed, and structural strength is high, easy to process.
As preferred scheme, above-mentioned two partition walls being mutually twisted by tongue-and-groove and tenon by multiple partition wall cell boards
Assembled, the first enhancing constraint steel plate and second day enhancing constraint steel plate correspond with partition wall cell board be provided with multiple respectively
Steel plate.
Using above-mentioned preferred scheme, two partition walls are assembled by multiple partition wall cell boards, are easily installed and transport.
Used as preferred scheme, it is overall that above-mentioned the first enhancing constraint steel plate and the second enhancing constraint steel plate is located at partition wall
End has a steel plate right-angle structure.
Using above-mentioned preferred scheme, steel plate right-angle structure is set, the first enhancing constraint steel plate and second is further improved
The performance of enhancing constraint steel plate.
Used as preferred scheme, the end of above-mentioned end linkage section has connection right-angle structure, connection right-angle structure
Size dimension of the size dimension not less than steel plate right-angle structure.
Using above-mentioned preferred scheme, connection right-angle structure is set, the performance of support inner core is further improved.
As preferred scheme, transition part, the width of transition part are additionally provided between above-mentioned power consumption section and end linkage section
Size is located between power consumption section and the width dimensions of end linkage section.Wherein, support inner core is low yield force steel plate.
Using above-mentioned preferred scheme, increase transition part, further improve the performance of support inner core.
As preferred scheme, Vierendeel girder is additionally provided with, two partition walls are arranged in Vierendeel girder and are filled between Vierendeel girder
Flexible material layer.
Used as preferred scheme, the present invention also provides a kind of installation side of assembling type partition wall constraining anti-buckling supporting member
Method, comprises the following steps：
S1, partition wall cell board are installed from middle part to both sides, and reserve outermost partition wall cell board；
S2, will at support inner core and bean column node embedded steel tube by being welded to connect fixation, then installation outermost partition wall
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 preferred 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 invention；
Fig. 2 is the organigram of assembling type partition wall constraining anti-buckling supporting member monolithic partition wall of the invention；
Fig. 3 is the support innercore construction schematic diagram of assembling type partition wall constraining anti-buckling supporting member of the invention；
Fig. 4 is the explosive view of assembling type partition wall constraining anti-buckling supporting member of the invention；
Fig. 5 is the partition wall cell board splicing schematic diagram of assembling type partition wall constraining anti-buckling supporting member of the invention；
Fig. 6 is that the enhancing constraint steel plate cross-sectional configuration of assembling type partition wall constraining anti-buckling supporting member of the invention is illustrated
Figure.
Corresponding component title in figure represented by numeral：
1. partition wall constraining anti-buckling supporting member, 2. partition wall, 3. supports inner core, 4. bolt, 5. caging bolt, 6. partition wall list
First plate, 7. tongue-and-groove, 8. tenon, 9. the second enhancing constraint steel plate, 10. the first enhancing constraint steel plate, 11. steel plates, 12. steel bushings,
13. screw shells, 14. pegs, 15. end linkage sections, 16. power consumption sections, 17. limiting cards.
Specific embodiment
The preferred embodiment that the invention will now be described in detail with reference to the accompanying drawings.
In order to reach the purpose of the present invention, as shown in Figures 1 to 6, provided in one of which implementation method of the invention
A kind of assembling type partition wall constraining anti-buckling supporting member 1, including：
Two partition walls 2；
Enhancing constraint steel plate, the lateral thrust deformation produced for constraining support inner core to be pressurized, 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；
Support inner core 3, surrender energy dissipation capacity and anti-side rigidity for strengthening 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 is arranged between two partition walls 2 and strengthens positioned at the first enhancing constraint steel plate 10 and second
Between constraint steel plate 9.
, compared to prior art, the assembling type partition wall constraining anti-buckling supporting member not only can be fully sharp for present embodiment
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
Reduce the advantage of the wasting of resources.The mode stationary partition being connected with screw shell with bolt, both convenient construction was installed, and can be adjusted
Partition wall spacing.Under small shake effect, the assembling type partition wall constraining anti-buckling supporting member is supported 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, plays energy-dissipating and shock-absorbing effect.The assembling type partition wall constraining anti-buckling supporting member had both had common anti-
The good advantage of the excellent, anti-seismic performance of buckling support power consumption, while compensate for common anti-buckling support-now build a wall construction inconvenience and money
The shortcoming that source wastes, the advantages of meeting building structure aseismatic, Aseismatic Design and " green building " and require.
In order to further optimize implementation result of the invention, in another embodiment of the invention, foregoing interior
On the basis of appearance, the first above-mentioned enhancing constraint enhancing constraint steel plate 9 of steel plate 10 and second is provided with peg 14, and the first enhancing is about
The enhancing constraint steel plate 9 of beam steel plate 10, second is poured into a mould with the wallboard of partition wall 2 by peg 14 integrally form respectively.
Using above-mentioned preferred 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 is integrally formed, and structural strength is high, easy to process.
As shown in Figures 4 to 6, in order to further optimize implementation result of the invention, in another implementation of the invention
In mode, on the basis of foregoing teachings, above-mentioned two partition walls 2 are by seven partition wall cell boards 6 by tongue-and-groove 7 and tenon 8
It is mutually twisted assembled, the first enhancing constraint steel plate 10 and second day enhancing constraint steel plate 9 are respectively with partition wall cell board 6 one by one
It is correspondingly provided with seven steel plates 11.
Using above-mentioned preferred 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 invention, in another embodiment of the invention, foregoing interior
On the basis of appearance, the first above-mentioned enhancing constraint enhancing constraint steel plate 9 of steel plate 10 and second is located at the overall end of partition wall to be had
One steel plate right-angle structure.
Using above-mentioned preferred scheme, steel plate right-angle structure is set, the first enhancing constraint steel plate and second is further improved
The performance of enhancing constraint steel plate.
In order to further optimize implementation result of the invention, in another embodiment of the invention, foregoing interior
On the basis of appearance, the end of above-mentioned end linkage section 15 has connection right-angle structure, connects the size dimension of right-angle structure not
Less than the size dimension of steel plate right-angle structure.
Using above-mentioned preferred scheme, connection right-angle structure is set, the performance of support inner core is further improved.
In order to further optimize implementation result of the invention, in another embodiment of the invention, foregoing interior
On the basis of appearance, transition part is additionally provided between above-mentioned power consumption section 16 and end linkage section 15, the width dimensions of transition part are located at
Between power consumption section 16 and the width dimensions of end linkage section 15.Wherein, support inner core 3 is low yield force steel plate, and limiting card passes through
Caging bolt 5 fixes the position of support inner core.
Using above-mentioned preferred scheme, increase transition part, further improve the performance of support inner core.
In order to further optimize implementation result of the invention, in another embodiment of the invention, foregoing interior
On the basis of appearance, Vierendeel girder is additionally provided with, two partition walls are arranged in Vierendeel girder and flexible material layer is filled between Vierendeel girder.
In order to further optimize implementation result of the invention, in another embodiment of the invention, foregoing interior
On the basis of appearance, the present invention also provides a kind of installation method of assembling type partition wall constraining anti-buckling supporting member, including following step
Suddenly：
S1, partition wall cell board are installed from middle part to both sides, and reserve outermost partition wall cell board；
S2, will at support inner core and bean column node embedded steel tube by being welded to connect fixation, then installation outermost partition wall
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 requirement according to architectural composition determines the height and span of partition wall cell board 6, to reduce partition wall
Influence to frame deformation and it is 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；
The thickness and width of support inner core power consumption section 16 is determined according to structural bearing capacity and anti-side rigidity requirement；Received according to support inner core 3
The face epipolar restriction for producing is pressed to determine the quantity and spacing of bolt 4, and in the first enhancing constraint enhancing constraint steel of steel plate 10, second
The correspondence position of plate 9 is respectively welded screw shell 13, steel bushing 12；Width and support inner core 3 according to support inner core 3 are pressurized and produce
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 preferred 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 the preferred embodiment of the present invention, it is noted that for one of ordinary skill in the art
For, without departing from the concept of the premise of the invention, various modifications and improvements can be made, these belong to the present invention
Protection domain.
Claims (9)
1. a kind of assembling type partition wall constraining anti-buckling supporting member, it is characterised in that including：
Two partition walls；
Enhancing constraint steel plate, the lateral thrust deformation produced for constraining support inner core to be pressurized, including the first enhancing constraint steel plate
With the second enhancing constraint steel plate, first strengthens constraint steel plate, the second enhancing constraint steel plate is 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, surrender energy dissipation capacity and anti-side rigidity for strengthening building structure, support inner core include end linkage section,
Power consumption section 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 between the first enhancing constraint 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 wallboard cast 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, connects the size dimension of the size dimension not less than steel plate right-angle structure of 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 located 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.
8. assembling type partition wall constraining anti-buckling supporting member according to claim 1, it is characterised in that support inner core is low
Yield force steel plate.
9. the installation method of a kind of assembling type partition wall constraining anti-buckling supporting member as described in claim 1-8 is any, it is special
Levy and be, 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, will at support inner core and bean column node embedded steel tube by being welded to connect fixation, then installation outermost partition wall unit
Plate；
The spacing of two partition walls is adjusted after S3, whole partition wall cell board installations by bolt, finally by angle steel and Vierendeel girder
It is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710256488.8A CN106894537B (en) | 2017-04-19 | 2017-04-19 | Assembled partition wall restrained buckling-restrained supporting member and mounting method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710256488.8A CN106894537B (en) | 2017-04-19 | 2017-04-19 | Assembled partition wall restrained buckling-restrained supporting member and mounting method thereof |
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| Publication Number | Publication Date |
|---|---|
| CN106894537A true CN106894537A (en) | 2017-06-27 |
| CN106894537B CN106894537B (en) | 2022-09-20 |
Family
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| Publication number | Publication date |
|---|---|
| CN106894537B (en) | 2022-09-20 |
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