CN206829169U - A kind of assembled architecture elastic anti-seismic suspension column seat - Google Patents
A kind of assembled architecture elastic anti-seismic suspension column seat Download PDFInfo
- Publication number
- CN206829169U CN206829169U CN201720530044.4U CN201720530044U CN206829169U CN 206829169 U CN206829169 U CN 206829169U CN 201720530044 U CN201720530044 U CN 201720530044U CN 206829169 U CN206829169 U CN 206829169U
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- China
- Prior art keywords
- top plate
- earthquake
- suspension column
- fixed
- column seat
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Abstract
A kind of assembled architecture of the utility model elastic anti-seismic suspension column seat, including fixed flange and runners body, the bottom of the runners body are provided with fixed anchor；The anti-earthquake intubation extends through top plate, and is connected to a fixed with top plate；The fixed flange is arranged at the top of top plate.Set screw should be provided with formula elastic anti-seismic suspension column seat for building, twist set screw, set screw linkage top plate moves downward, top plate compression spring 3 and then the purpose for adjusting spring force, spring force is set freely to adjust, it is more widely applied runners body, secondary buffer device can more thoroughly buffer sharp pounding suffered by superstructure, make superstructure by effective complete protection, it is unlikely to cave in and endangers personal safety, anti- earthquake is inserted into anti-earthquake cannula interior, anti- earthquake ring flange is lock onto inside the screwed hole being provided with fixed flange by lock screw, anti- earthquake is set to be combined with runners body more firm, anti seismic efficiency is more preferably.
Description
Technical field
It the utility model is related to technical field of buildings, more particularly to a kind of assembled architecture elastic anti-seismic suspension column seat.
Background technology
Assembled architecture, it is the trend of the times of construction industry, to prevent damage of the natural calamities such as earthquake to building, causes
Life and property loss, and being used for of gradually increasing with high-tech building enter offshore oil（Vapour）Well platform, nuclear energy exploitation
In base, emphasis scientific research and military base by cyclomorphosis forceful action or there is burst sharp pounding potential threat to build
Build thing, it be technology emphasis all to protrude the antidetonation rank of building, improve building anti-seismic performance it is more from selection Materials with High Strength,
Each several part sectional dimension is increased, increases the approach of check or locking mechanism, causes building material input, construction input significantly to be climbed
Rise.
The design people has found, existing anti-earthquake runners when in use its shock-absorbing capacity deficiency be present, it is inconvenient for use, it is and anti-
The problems such as joggled strength of shake post is barely satisfactory
Therefore, in view of the above-mentioned problems, it is proposed that a kind of assembled architecture is asked with elastic anti-seismic suspension column seat to solve this
Topic.
Utility model content
The purpose of this utility model is to provide a kind of assembled architecture elastic anti-seismic suspension column seat, to solve above-mentioned background
Itd is proposed in technology shock-absorbing capacity deficiency, it is inconvenient for use, with the joggled strength of anti-earthquake it is barely satisfactory the problem of.
To achieve the above object, the utility model provides following technical scheme：A kind of assembled architecture elastic anti-seismic post
Runners, including pedestal, fixed anchor, spring, top plate, set screw, secondary buffer device, locating shaft, anti-earthquake intubation, fixation
Blue disk and runners body, the bottom of the runners body are provided with fixed anchor；The locating shaft is through spring inner；It is described fixed
Position axle is fixedly installed on the top of pedestal, and the top of locating shaft extends through top plate；The set screw is screwed to fixed
The top of position axle；The secondary buffer device is arranged at the inside of runners body；The anti-earthquake intubation extends through top plate, and
It is connected to a fixed with top plate；The fixed flange is arranged at the top of top plate.
Preferably, the set screw is provided with everywhere.
Preferably, the top of the secondary buffer device and end are connected with top plate and pedestal by spring respectively
Connect.
Preferably, screwed hole everywhere is provided with fixed flange.
Compared with prior art, the utility model has the advantages that：
1. the setting of the utility model set screw, twists set screw, the linkage top plate of set screw 5 is moved downward, pushed up
Plate compression spring 3 and then the purpose for adjusting spring force, make spring force freely adjust, make runners body application wider
It is general.
2. the setting of the utility model secondary buffer device, secondary buffer device can more thoroughly buffer superstructure institute
By sharp pounding, superstructure is set to be unlikely to cave in and endanger personal safety by effective complete protection.
3. the setting of the utility model fixed flange, anti-earthquake is inserted into anti-earthquake cannula interior, passes through lock screw
Anti- earthquake ring flange is lock onto inside the screwed hole being provided with fixed flange, anti-earthquake is combined more with runners body
Add firmly, anti seismic efficiency is more preferably.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is the utility model pedestal three dimensional structure diagram；
Fig. 3 is the utility model secondary buffer device three dimensional structure diagram；
Fig. 4 is the utility model top plate three dimensional structure diagram.
In figure：1- pedestals, 2- fix anchor, 3- springs, 4- top plates, 5- set screws, 6- secondary buffer devices, 4- positioning
Axle, 8- anti-earthquakes intubation, 9- fixed flanges, 10- runners bodies.
Embodiment
Below, embodiment of the present utility model is will be explained in, the example is shown in the accompanying drawings and the description below.Although will
The utility model is described with reference to exemplary embodiment, it is to be understood that the description does not really want the utility model to be limited to this to show
The embodiment of example property.On the contrary, the utility model will not only cover the exemplary embodiment, but also cover various replacements,
Change, equivalent and other embodiment, it can be included in spirit of the present utility model and the model that appended claims are limited
In enclosing.
As shown in accompanying drawing 1 to accompanying drawing 4：
The utility model provides a kind of technical scheme：A kind of assembled architecture elastic anti-seismic suspension column seat, including pedestal 1,
Fixed anchor 2, spring 3, top plate 4, set screw 5, secondary buffer device 6, locating shaft 7, anti-earthquake intubation 8, the and of fixed flange 9
Runners body 10, the bottom of runners body 10 are provided with fixed anchor 2；Locating shaft 7 is through inside spring 3；Locating shaft 7 is fixed and set
The top of pedestal 1 is placed in, and the top of locating shaft 7 extends through top plate 4；Set screw 5 is screwed to the top of locating shaft 7
End；Secondary buffer device 6 is arranged at the inside of runners body 10；Anti- earthquake intubation 8 extends through top plate 4, and is fixed with top plate 4
It is connected；Fixed flange 9 is arranged at top plate set screw 5 and is provided with everywhere.
Specifically, set screw 5 is provided with everywhere, set screw 5 is twisted, the linkage top plate 4 of set screw 5 moves downward,
The compression spring 3 of top plate 4 and then the purpose for adjusting the elastic force of spring 3, make the elastic force of spring 3 freely adjust, and make runners body 10 should
With more extensive；
Specifically, the top and end of secondary buffer device 6 are connected with top plate 4 and pedestal 1 by spring respectively,
Secondary buffer device 6 can more thoroughly buffer sharp pounding suffered by superstructure, make superstructure by effective complete
Whole protection, it is unlikely to cave in and endangers personal safety；
Specifically, being provided with screwed hole everywhere on fixed flange 9, inside anti-earthquake insertion anti-earthquake intubation 8, pass through
Anti- earthquake ring flange is lock onto inside the screwed hole being provided with fixed flange 9 by lock screw, makes anti-earthquake and runners sheet
Body 10 combines more firm, and anti seismic efficiency is more preferably.
Operation principle：When using the assembled architecture with elastic anti-seismic suspension column seat, set screw 5, set screw 5 are twisted
Linkage top plate 4 is moved downward, the compression spring 3 of top plate 4 and then the adjustment suitable dynamics of the elastic force of spring 3, and fixed anchor 2 is inserted into underground,
Steady fixing support body 10, inside anti-earthquake insertion anti-earthquake intubation 8, anti-earthquake ring flange is locked by lock screw
Inside the screwed hole being provided with fixed flange 9, make anti-earthquake and the strong bonded of runners body 10, it is upper once built by
When sharp pounding is impacted, anti-earthquake linkage top plate 4 receives downward extruding force, rebounded along the slide downward of locating shaft 7, spring 3
Operation, and then damping vibration surge protection superstructure, at the same time top plate 4 move downward extruding secondary buffer device 6 and set
The spring being equipped with, and then secondary buffer device 6 is shared a part and preferably once built in protection from the downward extruding force of anti-earthquake
Build, and then complete a series of operating process.
To sum up, although the utility model is described in detail with reference to the foregoing embodiments, for the technology of this area
For personnel, it can still modify to the technical scheme described in foregoing embodiments, or to which part technology
Feature carries out equivalent substitution, all within the spirit and principles of the utility model, any modification, equivalent substitution and improvements made
Deng should be included within the scope of protection of the utility model.
Claims (4)
- A kind of 1. assembled architecture elastic anti-seismic suspension column seat, it is characterised in that：Including pedestal, fixed anchor, spring, top plate, tune Save screw, secondary buffer device, locating shaft, anti-earthquake intubation, fixed flange and runners body, the bottom of the runners body It is provided with fixed anchor；The locating shaft is through spring inner；The locating shaft is fixedly installed on the top of pedestal, and locating shaft Top extend through top plate；The set screw is screwed to the top of locating shaft；The secondary buffer device is arranged at The inside of runners body；The anti-earthquake intubation extends through top plate, and is connected to a fixed with top plate；The fixed flange is set It is placed in the top of top plate.
- 2. assembled architecture according to claim 1 elastic anti-seismic suspension column seat, it is characterised in that：The set screw is set It is equipped with everywhere.
- 3. assembled architecture according to claim 1 elastic anti-seismic suspension column seat, it is characterised in that：The secondary buffer dress The top and end put are connected with top plate and pedestal by spring respectively.
- 4. assembled architecture according to claim 1 elastic anti-seismic suspension column seat, it is characterised in that：The fixed flange On be provided with screwed hole everywhere.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720530044.4U CN206829169U (en) | 2017-05-14 | 2017-05-14 | A kind of assembled architecture elastic anti-seismic suspension column seat |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720530044.4U CN206829169U (en) | 2017-05-14 | 2017-05-14 | A kind of assembled architecture elastic anti-seismic suspension column seat |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206829169U true CN206829169U (en) | 2018-01-02 |
Family
ID=60771449
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720530044.4U Expired - Fee Related CN206829169U (en) | 2017-05-14 | 2017-05-14 | A kind of assembled architecture elastic anti-seismic suspension column seat |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206829169U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487456A (en) * | 2018-03-09 | 2018-09-04 | 中国建筑股份有限公司 | A kind of not damaged prefabricated assembled frame structure system and its construction method of consuming energy |
| CN108487459A (en) * | 2018-03-09 | 2018-09-04 | 中国建筑股份有限公司 | A kind of not damaged adjustable rigidity precast frame column foot connecting structure and its construction method |
| CN108612337A (en) * | 2018-05-08 | 2018-10-02 | 太原理工大学 | Ancient building based on earthquake-resistant structure is reinforced and restorative procedure |
| CN108708391A (en) * | 2018-07-27 | 2018-10-26 | 南京林业大学 | A kind of articulated mounting of timber structure suspension column and basis |
| CN108824633A (en) * | 2018-05-31 | 2018-11-16 | 中国建筑股份有限公司 | The not damaged energy consumption frame-shear-wall structure system of assembled and its construction method |
| CN109653392A (en) * | 2019-01-16 | 2019-04-19 | 西安建筑科技大学 | A kind of suspension column energy-consumption damper |
| CN112227523A (en) * | 2020-10-27 | 2021-01-15 | 白音洁 | Prefabricated plate shock insulation component for prefabricated building |
| CN113958182A (en) * | 2021-11-10 | 2022-01-21 | 河北京峰钢结构有限公司 | Anti-seismic steel structure K column |
-
2017
- 2017-05-14 CN CN201720530044.4U patent/CN206829169U/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487456A (en) * | 2018-03-09 | 2018-09-04 | 中国建筑股份有限公司 | A kind of not damaged prefabricated assembled frame structure system and its construction method of consuming energy |
| CN108487459A (en) * | 2018-03-09 | 2018-09-04 | 中国建筑股份有限公司 | A kind of not damaged adjustable rigidity precast frame column foot connecting structure and its construction method |
| CN108487459B (en) * | 2018-03-09 | 2020-04-28 | 中国建筑股份有限公司 | Nondestructive rigidity-adjustable prefabricated frame column base connecting structure and construction method thereof |
| CN108612337A (en) * | 2018-05-08 | 2018-10-02 | 太原理工大学 | Ancient building based on earthquake-resistant structure is reinforced and restorative procedure |
| CN108612337B (en) * | 2018-05-08 | 2020-03-24 | 太原理工大学 | Ancient building reinforcing and repairing method based on structural seismic resistance |
| CN108824633A (en) * | 2018-05-31 | 2018-11-16 | 中国建筑股份有限公司 | The not damaged energy consumption frame-shear-wall structure system of assembled and its construction method |
| CN108824633B (en) * | 2018-05-31 | 2024-05-14 | 中国建筑股份有限公司 | Assembled nondestructive energy consumption frame shear wall structure system and construction method thereof |
| CN108708391A (en) * | 2018-07-27 | 2018-10-26 | 南京林业大学 | A kind of articulated mounting of timber structure suspension column and basis |
| CN108708391B (en) * | 2018-07-27 | 2024-06-04 | 南京林业大学 | Hinge device of wood structure column foot and foundation |
| CN109653392A (en) * | 2019-01-16 | 2019-04-19 | 西安建筑科技大学 | A kind of suspension column energy-consumption damper |
| CN112227523A (en) * | 2020-10-27 | 2021-01-15 | 白音洁 | Prefabricated plate shock insulation component for prefabricated building |
| CN113958182A (en) * | 2021-11-10 | 2022-01-21 | 河北京峰钢结构有限公司 | Anti-seismic steel structure K column |
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| 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: 20180102 Termination date: 20180514 |
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| CF01 | Termination of patent right due to non-payment of annual fee |