CN206554378U - A kind of frame column with easily replacing corrugated sheet steel damper - Google Patents
A kind of frame column with easily replacing corrugated sheet steel damper Download PDFInfo
- Publication number
- CN206554378U CN206554378U CN201720216740.8U CN201720216740U CN206554378U CN 206554378 U CN206554378 U CN 206554378U CN 201720216740 U CN201720216740 U CN 201720216740U CN 206554378 U CN206554378 U CN 206554378U
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- CN
- China
- Prior art keywords
- corrugated sheet
- sheet steel
- damper
- frame column
- neck
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Abstract
The utility model discloses a kind of with the frame column for easily changing corrugated sheet steel damper, including frame column body and pedestal；The lower end of frame column body is located on pedestal, the side of frame column body lower end offers damper resettlement groove, wherein, corrugated sheet steel damper is provided with damper resettlement groove, corrugated sheet steel damper includes upper neck, lower bayonet slot and corrugated sheet steel wherein, upper neck is fixed on the top of damper placing chamber, lower bayonet slot is fixed on pedestal, and the lower end of corrugated sheet steel is inserted and is connected in lower bayonet slot, the upper end of corrugated sheet steel is inserted and is connected in neck, the damper effect of damper is preferable in the frame column, and is easily changed after destruction.
Description
Technical field
The utility model belongs to technical field of structural engineering, is related to a kind of with the framework for easily changing corrugated sheet steel damper
Post.
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
Trestle has different degrees of destruction, and some buildings even occur because Column border node destruction causes Progressive Collapse, so frame column
Damper propose be necessary, the existing practice be typically frame column bottom set damper, to realize damping
It is not easy to change after the effect of shock insulation, but the DeGrain of existing damper damper, and destruction.
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 waveform steel
The damper effect of damper is preferable in the frame column of plate damper, the frame column, and is easily changed after destruction.
It is described in the utility model to include frame with the frame column for easily changing corrugated sheet steel damper to reach above-mentioned purpose
Trestle body and pedestal；
The lower end of frame column body is located on pedestal, and the side of frame column body lower end offers damper resettlement groove, its
In, corrugated sheet steel damper is provided with damper resettlement groove, corrugated sheet steel damper includes upper neck, lower bayonet slot and waveform steel
Wherein, upper neck is fixed on the top of damper placing chamber to plate, and lower bayonet slot is fixed on pedestal, and the lower end insertion of corrugated sheet steel
And be connected in lower bayonet slot, the upper end of corrugated sheet steel is inserted and is connected in neck.
Upper neck and upper neck are rectangular configuration, and the number of corrugated sheet steel is four, wherein, upper neck and lower bayonet slot are equal
Including four necks, wherein, the rectangular structure of four pocket sets a, corrugated sheet steel corresponds to a neck in upper neck
And a neck in lower bayonet slot, the upper end of each corrugated sheet steel inserts and is connected in the corresponding neck in neck respectively, respectively
The lower end of corrugated sheet steel is inserted and is connected in the corresponding neck in lower bayonet slot respectively；
Four corrugated sheet steels define a hollow structure, wherein, one end of first corrugated sheet steel and second waveform
Side of the one end of steel plate with the 3rd corrugated sheet steel is in contact, one end of first corrugated sheet steel and second corrugated sheet steel
Side of the one end with the 4th corrugated sheet steel be in contact.
Also include the first shaped steel, wherein, the top flange of the first shaped steel is inserted and is connected in the upper neck, corrugated sheet steel
Upper end be connected with the bottom of lower flange in the first shaped steel.
Also include the second shaped steel, wherein, the lower flange of the second shaped steel is inserted and is connected in the lower bayonet slot, corrugated sheet steel
Lower end be connected with the top of top flange in the second shaped steel.
The number of damper resettlement groove is two, and two damper resettlement grooves are located at a left side for frame column body lower end respectively
Right both sides.
Upper neck is connected with the built-in fitting in frame column body.
Upper neck is bolted with the built-in fitting in frame column body.
In the upper end of corrugated sheet steel and the first shaped steel between the bottom of lower flange and corrugated sheet steel lower end and Second-Type
Connect in steel between the top of top flange by being weldingly connected.
The utility model has the advantages that：
Frame column described in the utility model with easily replacing corrugated sheet steel damper passes through waveform in concrete operations
The tension and compression deformation of steel plate absorbs seismic energy, so as to reach the purpose of damper, energy consumption effect preferably, while corrugated sheet steel
Lower end insert and be connected in lower bayonet slot, the upper end of corrugated sheet steel is inserted and is connected in neck, when corrugated sheet steel destruction
Afterwards, corrugated sheet steel need to only be pulled out from upper neck and lower bayonet slot, then new corrugated sheet steel is inserted in upper neck and lower bayonet slot
It is interior, you can to realize the replacing of corrugated sheet steel damper, substantially increase the ability that building post earthquake recovery is used, economy and reality
It is stronger with property.In addition, it is necessary to which explanation, the utility model is hindered by installing corrugated sheet steel in the side of frame column body lower end
Buddhist nun's device, greatly improves the deformation of frame column body while frame column body vertical bearing capacity and lateral resistance behavior is ensured
Ability.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the annexation figure of corrugated sheet steel 31 and upper neck 331 and lower bayonet slot 332 in the utility model；
Fig. 3 is the structural representation of upper neck 331 or lower bayonet slot 332 in the utility model；
Fig. 4 is the structural representation of waveform steel plate damper 3 in the utility model；
Wherein, 1 it is frame column body, 2 be pedestal, 3 be corrugated sheet steel damper, 31 be corrugated sheet steel, 321 is the first type
Steel, 322 be the second shaped steel, 331 be upper neck, 332 be lower bayonet slot.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings：
It is described in the utility model with the frame column for easily changing corrugated sheet steel damper with reference to Fig. 1, Fig. 2, Fig. 3 and Fig. 4
Including frame column body 1 and pedestal 2；The lower end of frame column body 1 is located on pedestal 2, and the side of the lower end of frame column body 1 is opened up
There is damper resettlement groove, wherein, corrugated sheet steel damper 3 is provided with damper resettlement groove, corrugated sheet steel damper 3 includes upper
Wherein, upper neck 331 is fixed on the top of damper placing chamber, lower bayonet slot 332 for neck 331, lower bayonet slot 332 and corrugated sheet steel 31
It is fixed on pedestal 2, and the lower end of corrugated sheet steel 31 is inserted and is connected in lower bayonet slot 332, the upper end insertion of corrugated sheet steel 31
And be connected in neck 331.
Upper neck 331 and upper neck 331 are rectangular configuration, and the number of corrugated sheet steel 31 is four, wherein, upper neck
331 and lower bayonet slot 332 include four necks, wherein, the rectangular structure of four pocket sets, a correspondence of corrugated sheet steel 31
A neck in a neck and lower bayonet slot 332 in upper neck 331, the upper end of each corrugated sheet steel 31 is inserted and clamping respectively
In corresponding neck in upper neck 331, the correspondence that the lower end of each corrugated sheet steel 31 is inserted and is connected in lower bayonet slot 332 respectively
In neck；Four corrugated sheet steels 31 define a hollow structure, wherein, one end of first corrugated sheet steel 31 and second ripple
Side of the one end of shape steel plate 31 with the 3rd corrugated sheet steel 31 is in contact, one end of first corrugated sheet steel 31 and second
Side of the one end of corrugated sheet steel 31 with the 4th corrugated sheet steel 31 is in contact.
The utility model also includes the first shaped steel 321, wherein, the top flange of the first shaped steel 321 is inserted and is connected in described
In upper neck 331, the upper end of corrugated sheet steel 31 is connected with the bottom of lower flange in the first shaped steel 321；The utility model is also wrapped
The second shaped steel 322 is included, wherein, the lower flange of the second shaped steel 322 is inserted and is connected in the lower bayonet slot 332, corrugated sheet steel 31
Lower end be connected with the top of top flange in the second shaped steel 322.
The number of damper resettlement groove is two, and two damper resettlement grooves are respectively positioned at the lower end of frame column body 1
The left and right sides；Upper neck 331 is connected with the built-in fitting in frame column body 1, specifically, upper neck 331 and frame column body 1
In built-in fitting be bolted；In the upper end of corrugated sheet steel 31 and the first shaped steel 321 between the bottom of lower flange, Yi Jibo
Connect in the lower end of shape steel plate 31 and the second shaped steel 322 between the top of top flange by being weldingly connected.
The size of corrugated sheet steel damper 3 is determined according to specific operating mode, and corrugated sheet steel damper 3 passes through corrugated sheet steel
31 tension and compression deformation reaches energy consumption effect, and the bearing capacity of the corrugated sheet steel damper 3 designed is substantially equal to original and substituted
Partial bearing capacity, it is ensured that structural bearing capacity, 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 (8)
1. it is a kind of with the frame column for easily changing corrugated sheet steel damper, it is characterised in that including frame column body (1) and pedestal
(2)；
The lower end of frame column body (1) is located on pedestal (2), and the side of frame column body (1) lower end offers damper placement
Groove, wherein, corrugated sheet steel damper (3) is provided with damper resettlement groove, corrugated sheet steel damper (3) includes upper neck
(331), wherein, upper neck (331) is fixed on the top of damper placing chamber, lower card for lower bayonet slot (332) and corrugated sheet steel (31)
Groove (332) is fixed on pedestal (2), and the lower end of corrugated sheet steel (31) is inserted and is connected in lower bayonet slot (332), corrugated sheet steel
(31) upper end is inserted and is connected in neck (331).
2. it is according to claim 1 with the frame column for easily changing corrugated sheet steel damper, it is characterised in that upper neck
(331) and upper neck (331) is rectangular configuration, the number of corrugated sheet steel (31) is four, wherein, upper neck (331) and under
Neck (332) includes four necks, wherein, the rectangular structure of four pocket sets, in corrugated sheet steel (31) correspondence
A neck in a neck and lower bayonet slot (332) in neck (331), the upper end of each corrugated sheet steel (31) is inserted simultaneously respectively
It is connected in the corresponding neck in neck (331), the lower end of each corrugated sheet steel (31) is inserted and is connected in lower bayonet slot respectively
(332) in the corresponding neck in；
Four corrugated sheet steels (31) define a hollow structure, wherein, one end of first corrugated sheet steel (31) and second
Side of the one end of corrugated sheet steel (31) with the 3rd corrugated sheet steel (31) is in contact, one end of first corrugated sheet steel (31)
And side of the one end of second corrugated sheet steel (31) with the 4th corrugated sheet steel (31) is in contact.
3. it is according to claim 1 with the frame column for easily changing corrugated sheet steel damper, it is characterised in that also including the
One shaped steel (321), wherein, the top flange of the first shaped steel (321) is inserted and is connected in the upper neck (331), corrugated sheet steel
(31) upper end is connected with the bottom of lower flange in the first shaped steel (321).
4. it is according to claim 3 with the frame column for easily changing corrugated sheet steel damper, it is characterised in that also including the
Two shaped steel (322), wherein, the lower flange of the second shaped steel (322) is inserted and is connected in the lower bayonet slot (332), corrugated sheet steel
(31) lower end is connected with the top of top flange in the second shaped steel (322).
5. it is according to claim 1 with the frame column for easily changing corrugated sheet steel damper, it is characterised in that damper is pacified
The number for putting groove is two, and two damper resettlement grooves are located at the left and right sides of frame column body (1) lower end respectively.
6. it is according to claim 1 with the frame column for easily changing corrugated sheet steel damper, it is characterised in that upper neck
(331) it is connected with the built-in fitting in frame column body (1).
7. it is according to claim 6 with the frame column for easily changing corrugated sheet steel damper, it is characterised in that upper neck
(331) it is bolted with the built-in fitting in frame column body (1).
8. it is according to claim 4 with the frame column for easily changing corrugated sheet steel damper, it is characterised in that corrugated sheet steel
(31) in upper end and the first shaped steel (321) between the bottom of lower flange and corrugated sheet steel (31) lower end and the second shaped steel
(322) connect between the top of top flange by being weldingly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720216740.8U CN206554378U (en) | 2017-03-07 | 2017-03-07 | A kind of frame column with easily replacing corrugated sheet steel damper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720216740.8U CN206554378U (en) | 2017-03-07 | 2017-03-07 | A kind of frame column with easily replacing corrugated sheet steel damper |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206554378U true CN206554378U (en) | 2017-10-13 |
Family
ID=60363781
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720216740.8U Expired - Fee Related CN206554378U (en) | 2017-03-07 | 2017-03-07 | A kind of frame column with easily replacing corrugated sheet steel damper |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206554378U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108118938A (en) * | 2017-12-19 | 2018-06-05 | 西安建筑科技大学 | Double mild steel shear waves in the wrong vertically bend buckle damper inside and outside one kind |
| CN109898409A (en) * | 2019-04-12 | 2019-06-18 | 新疆北新路桥集团股份有限公司 | A kind of shock-proof type precast pier structure |
| CN110565807A (en) * | 2019-09-19 | 2019-12-13 | 福州大学 | Adopt node structure of buckled plate increase structure anti ability of collapsing |
| CN110904827A (en) * | 2019-10-15 | 2020-03-24 | 重庆大学 | Damping support adopting corrugated steel plate for energy consumption |
-
2017
- 2017-03-07 CN CN201720216740.8U patent/CN206554378U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108118938A (en) * | 2017-12-19 | 2018-06-05 | 西安建筑科技大学 | Double mild steel shear waves in the wrong vertically bend buckle damper inside and outside one kind |
| CN109898409A (en) * | 2019-04-12 | 2019-06-18 | 新疆北新路桥集团股份有限公司 | A kind of shock-proof type precast pier structure |
| CN109898409B (en) * | 2019-04-12 | 2021-01-08 | 新疆北新路桥集团股份有限公司 | Prefabricated pier structure of antidetonation formula |
| CN110565807A (en) * | 2019-09-19 | 2019-12-13 | 福州大学 | Adopt node structure of buckled plate increase structure anti ability of collapsing |
| CN110904827A (en) * | 2019-10-15 | 2020-03-24 | 重庆大学 | Damping support adopting corrugated steel plate for energy consumption |
| CN110904827B (en) * | 2019-10-15 | 2024-04-19 | 重庆大学 | Damping support adopting corrugated steel plate for energy consumption |
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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 |
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| CF01 | Termination of patent right due to non-payment of annual fee |