CN206554377U - A kind of frame column that damper is slided with easily replacing staggered form - Google Patents
A kind of frame column that damper is slided with easily replacing staggered form Download PDFInfo
- Publication number
- CN206554377U CN206554377U CN201720216189.7U CN201720216189U CN206554377U CN 206554377 U CN206554377 U CN 206554377U CN 201720216189 U CN201720216189 U CN 201720216189U CN 206554377 U CN206554377 U CN 206554377U
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- CN
- China
- Prior art keywords
- rod member
- frame column
- hinged
- damper
- support
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Abstract
The utility model discloses a kind of with the frame column for easily changing staggered form slip damper, the top of pedestal is provided with groove, frame column body, which is erect, to be fixed in the groove, between the side of frame column body and the inwall of groove damper is slided provided with staggered form, the staggered form, which slides damper, includes the first rod member, second rod member and fixed plate, fixing board card is connected to the side of frame column body, the side of fixed plate is provided with chute, the first sliding block and the second sliding block are provided with chute, one end of first rod member is connected with the countershaft of the first sliding block, the other end axle of first rod member is connected on the inwall of groove, one end of second rod member is connected with the countershaft of the second sliding block, the other end axle of second rod member is connected on the inwall of groove, first rod member and the second rod member cross-distribution, and first rod member middle part and the second rod member middle part between connected by axle, damping material is filled with chute, the good seismic performance of the frame column, and post earthquake recovery excellent effect.
Description
Technical field
The utility model belongs to technical field of structural engineering, is related to a kind of with the frame for easily changing staggered form slip damper
Trestle.
Background technology
High-rise, high-rise building is more and more at present, is also improved therewith for the shockproof requirements of structure, especially earthquake territory
Building, for frame structure, it is more be utilize the buckling-restrained component of intercolumniation steel construction, with reach improve structure damping
The purpose of power consumption, although frame structure is quite ripe at home, but its structure type also needs perfect, such as improves its ductility,
How deformability, anti-side rigidity is designed and is not occurred destruction in earthquake or only occur that the structure of destruction can be repaired rapidly,
By one of important research direction as sustainable development earthquake resistant engineering.Learnt according to Practical Project, frame structure is in shake after-frame
Frame node and frame column have different degrees of destruction, and some buildings even occur because Column border node destruction causes Progressive Collapse,
So the damper of frame column proposes to be necessary, the damping of existing frame column is mainly realized by damper,
But existing damper carries out damping power consumption using material friction mostly, damping effect is poor, so that serious have impact on frame
The anti-seismic performance of trestle, while the recovery effects for shaking after-frame trestle are poor.
Utility model content
The purpose of this utility model is the shortcoming for overcoming above-mentioned prior art there is provided one kind with easily replacing staggered form
Slide the frame column of damper, the good seismic performance of the frame column, and post earthquake recovery excellent effect.
It is described in the utility model to include with the frame column for easily changing staggered form slip damper to reach above-mentioned purpose
Pedestal and frame column body；
The top of pedestal be provided with groove, frame column body erect is fixed in the groove, the side of frame column body with
Damper is slided provided with staggered form between the inwall of groove, the staggered form, which slides damper, includes the first rod member, the second rod member
And fixed plate, fixing board card is connected to the side of frame column body, and the side of fixed plate, which is provided with chute, chute, is provided with the first sliding block
And second sliding block, one end of the first rod member is connected with the countershaft of the first sliding block, and the other end axle of the first rod member is connected to groove
On inwall, one end of the second rod member is connected with the countershaft of the second sliding block, and the other end axle of the second rod member is connected to the inwall of groove
On, the first rod member and the second rod member cross-distribution, and connected between the middle part of the first rod member and the middle part of the second rod member by axle,
Damping material is filled with chute.
The number that staggered form slides damper is two, and two staggered forms slide damper respectively positioned at frame column body
The left and right sides.
Staggered form slides the number and equal two of the number of the second rod member of the first rod member in damper, wherein, one first
Rod member one the second rod member of correspondence.
The chi structure of one the first rod member and the second rod member composition is parallel to another first rod member and another
The chi structure of second rod member composition.
Also include the first hinged-support and the second hinged-support, the first hinged-support and the second hinged-support may be contained within the inwall of groove
On, the first rod member is connected with the first hinged-support, and the second rod member is connected with the second hinged-support.
Also include the 3rd hinged-support and the 4th hinged-support, wherein, the 3rd hinged-support is connected with the first sliding block, and the 4th is hinged
Seat is connected with the second sliding block, and the first rod member is connected with the 3rd hinged-support, and the second rod member is connected with the 4th hinged-support.
Between first hinged-support and the first rod member, between the second hinged-support and the second rod member, the 3rd hinged-support and the first bar
Pass through between part, between the 4th hinged-support and the second rod member and middle part of the first rod member and the middle part of the second rod member
Bolt connection.
The fixed plate is fluted body structure, and fixed plate is fastened on the side of frame column body.
Damping material is rubber.
The utility model has the advantages that：
Frame column described in the utility model with easily replacing staggered form slip damper passes through and handed in concrete operations
V shape slides damper to realize damping, becomes specifically, producing bending, curved scissors or shearing after frame column body input seismic energy
Shape, then drive the first rod member and the second rod member to rotate, and the first rod member and the second rod member transmit the force to the first sliding block by rotating
And second sliding block, the first sliding block and the second ram extrusion damping material, deform damping material, to reach the mesh of damping power consumption
, so as to realize that damping is consumed energy by the deformation of the first rod member and the transmission force property and damping material of the second rod member, and then make
Staggered form, which slides damper, can absorb substantial amounts of system capacity, and damping energy consumption effect is excellent, effectively raises frame column
Anti-seismic performance.Meanwhile, full hysteresis loop can be kept after shake, the restorability of frame column body is preferable, and structure letter
It is single, it is easy to operate, with more wide application prospect.
Further, the number that staggered form slides damper is two, and two staggered forms slide damper and are located at frame respectively
The left and right sides of trestle body, realizes that frame column body consumes energy in the damping of left and right both direction.
Brief description of the drawings
Fig. 1 is front view of the present utility model；
Fig. 2 is top view of the present utility model；
Fig. 3 is the front view of staggered form slip damper 3 in the utility model；
Fig. 4 is the structural representation of fixed plate 10 in the utility model；
Fig. 5 is structural representation of the present utility model.
Wherein, 1 be frame column body, 2 be pedestal, 3 be staggered form slide damper, 4 be the first rod member, 5 be the second bar
Part, 6 be the first hinged-support, 7 be the second hinged-support, 8 be the 3rd hinged-support, 9 be the 4th hinged-support, 10 be fixed plate, 11 be
One sliding block, 12 be the second sliding block, 13 be damping material.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings：
With reference to Fig. 1, it is described in the utility model with the frame column for easily changing staggered form and sliding damper include pedestal 2 and
Frame column body 1；The top of pedestal 2 is provided with groove, and frame column body 1, which is erect, to be fixed in the groove, frame column body 1
Slide damper 3 provided with staggered form between side and the inwall of groove, the staggered form slide damper 3 include the first rod member 4,
Second rod member 5 and fixed plate 10, fixed plate 10 are connected in the side of frame column body 1, and the side of fixed plate 10 is provided with chute, sliding
The first sliding block 11 and the second sliding block 12 are provided with groove, one end of the first rod member 4 is connected with the countershaft of the first sliding block 11, the first rod member
4 other end axle is connected on the inwall of groove, and one end of the second rod member 5 is connected with the countershaft of the second sliding block 12, the second rod member 5
Other end axle be connected on the inwall of groove, the first rod member 4 and the cross-distribution of the second rod member 5, and the middle part of the first rod member 4 with
Connected between the middle part of second rod member 5 by axle, damping material 13 is filled with chute.
The number that staggered form slides damper 3 is two, and two staggered forms slide damper 3 and are located at frame column body respectively
1 left and right sides；Staggered form slides the number and equal two of the number of the second rod member 5 of the first rod member 4 in damper 3, wherein, one
One the second rod member 5 of the individual correspondence of first rod member 4；The chi structure of one the first rod member 4 and second rod member 5 composition parallel to
The chi structure that another first rod member 4 is constituted with another second rod member 5.
The utility model also includes the first hinged-support 6 and the second hinged-support 7, and the first hinged-support 6 and the second hinged-support 7 are all provided with
It is placed on the inwall of groove, the first rod member 4 is connected with the first hinged-support 6, the second rod member 5 is connected with the second hinged-support 7；This
Utility model also includes the 3rd hinged-support 8 and the 4th hinged-support 9, wherein, the 3rd hinged-support 8 is connected with the first sliding block 11, the
Four hinged-supports 9 are connected with the second sliding block 12, and the first rod member 4 is connected with the 3rd hinged-support 8, the second rod member 5 and the 4th hinged
Seat 9 is connected；Between first hinged-support 6 and the first rod member 4, between the second hinged-support 7 and the second rod member 5, the 3rd hinged-support 8 with
Between first rod member 4, between the 4th hinged-support 9 and the second rod member 5 and the first rod member 4 middle part and the middle part of the second rod member 5
Between be bolted.
The fixed plate 10 is fluted body structure, and fixed plate 10 is fastened on the side of frame column body 1；Damping material 13 is
Rubber, ball is equipped between the sliding block 11 of fixed plate 10 and first and the second sliding block 12.
Bearing capacity under horizontal loads undertakes mainly by frame column body 1, occurs frame column body 1 curved
Bent, curved scissors or detrusion, and then the first sliding block 11 and second is transferred the force to by the first rod member 4 and the second rod member 5
Sliding block 12, the first sliding block 11 and the squeezed air-damping material 13 of the second sliding block 12, deform damping material 13, so as to absorb the ground of input
Energy is shaken, the effect of power consumption is reached, while protecting pillar not to be destroyed, can also realize that staggered form slides damper after disruption
3 replacing.
The size that staggered form slides damper 3 determines that staggered form slides the bearing capacity base of damper 3 according to specific operating mode
This is equal to the former bearing capacity for being substituted part, it is ensured that the bearing capacity of architecture, which is met, to be required.
In summary, the utility model can be used in skyscraper and earthquake-prone region large-scale popularization, the utility model
Patent uses international newest aseismatic design concept, and influence to structural behaviour is within controlled range, by with important
Theory significance and wide application prospect.
Claims (9)
1. it is a kind of with the frame column for easily changing staggered form slip damper, it is characterised in that including pedestal (2) and frame column sheet
Body (1)；
The top of pedestal (2) is provided with groove, and frame column body (1), which is erect, to be fixed in the groove, the side of frame column body (1)
Damper (3) is slided provided with staggered form between face and the inwall of groove, the staggered form, which slides damper (3), includes the first rod member
(4), the second rod member (5) and fixed plate (10), fixed plate (10) are connected in the side of frame column body (1), fixed plate (10)
Side, which is provided with chute, chute, is provided with the first sliding block (11) and the second sliding block (12), one end and the first sliding block of the first rod member (4)
(11) countershaft connection, the other end axle of the first rod member (4) is connected on the inwall of groove, one end of the second rod member (5) and the
The countershaft connection of two sliding blocks (12), the other end axle of the second rod member (5) is connected on the inwall of groove, the first rod member (4) and the
It is connected between two rod members (5) cross-distribution, and the middle part and the middle part of the second rod member (5) of the first rod member (4) by axle, in chute
Filled with damping material (13).
2. it is according to claim 1 with the frame column for easily changing staggered form slip damper, it is characterised in that staggered form
The number for sliding damper (3) is two, and two staggered forms slide the left and right that damper (3) is located at frame column body (1) respectively
Both sides.
3. it is according to claim 1 with the frame column for easily changing staggered form slip damper, it is characterised in that staggered form
The number and equal two of the number of the second rod member (5) of the first rod member (4) in damper (3) are slided, wherein, first rod member
(4) one the second rod member (5) of correspondence.
4. according to claim 3 with easily changing the frame column that staggered form slides damper, it is characterised in that one the
The chi structure that one rod member (4) is constituted with second rod member (5) is parallel to another first rod member (4) and another second bar
The chi structure of part (5) composition.
5. it is according to claim 1 with the frame column for easily changing staggered form slip damper, it is characterised in that also to include
First hinged-support (6) and the second hinged-support (7), the first hinged-support (6) and the second hinged-support (7) may be contained within the inwall of groove
On, the first rod member (4) is connected with the first hinged-support (6), and the second rod member (5) is connected with the second hinged-support (7).
6. it is according to claim 5 with the frame column for easily changing staggered form slip damper, it is characterised in that also to include
3rd hinged-support (8) and the 4th hinged-support (9), wherein, the 3rd hinged-support (8) is connected with the first sliding block (11), and the 4th is hinged
Seat (9) is connected with the second sliding block (12), and the first rod member (4) is connected with the 3rd hinged-support (8), the second rod member (5) and the 4th
Hinged-support (9) is connected.
7. it is according to claim 6 with the frame column for easily changing staggered form slip damper, it is characterised in that the first hinge
Between bearing (6) and the first rod member (4), between the second hinged-support (7) and the second rod member (5), the 3rd hinged-support (8) and the first bar
Between part (4), between the 4th hinged-support (9) and the second rod member (5) and the first rod member (4) middle part and the second rod member (5)
It is bolted between middle part.
8. it is according to claim 1 with the frame column for easily changing staggered form slip damper, it is characterised in that described solid
Fixed board (10) is fluted body structure, and fixed plate (10) is fastened on the side of frame column body (1).
9. it is according to claim 1 with the frame column for easily changing staggered form slip damper, it is characterised in that damping material
It is rubber to expect (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720216189.7U CN206554377U (en) | 2017-03-07 | 2017-03-07 | A kind of frame column that damper is slided with easily replacing staggered form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720216189.7U CN206554377U (en) | 2017-03-07 | 2017-03-07 | A kind of frame column that damper is slided with easily replacing staggered form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206554377U true CN206554377U (en) | 2017-10-13 |
Family
ID=60362532
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720216189.7U Expired - Fee Related CN206554377U (en) | 2017-03-07 | 2017-03-07 | A kind of frame column that damper is slided with easily replacing staggered form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206554377U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836643A (en) * | 2017-03-07 | 2017-06-13 | 西安建筑科技大学 | A kind of frame column that damper is slided with easily replacing staggered form |
| CN109610728A (en) * | 2018-11-19 | 2019-04-12 | 万正河 | A kind of prefabricated load-bearing pillar of high intensity steel reinforced concrete |
-
2017
- 2017-03-07 CN CN201720216189.7U patent/CN206554377U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836643A (en) * | 2017-03-07 | 2017-06-13 | 西安建筑科技大学 | A kind of frame column that damper is slided with easily replacing staggered form |
| CN109610728A (en) * | 2018-11-19 | 2019-04-12 | 万正河 | A kind of prefabricated load-bearing pillar of high intensity steel reinforced concrete |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171013 Termination date: 20200307 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |