CN205712556U - A kind of building aseismicity framework - Google Patents
A kind of building aseismicity framework Download PDFInfo
- Publication number
- CN205712556U CN205712556U CN201620659797.0U CN201620659797U CN205712556U CN 205712556 U CN205712556 U CN 205712556U CN 201620659797 U CN201620659797 U CN 201620659797U CN 205712556 U CN205712556 U CN 205712556U
- Authority
- CN
- China
- Prior art keywords
- steel
- pole
- framework
- horizontal steel
- column
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a kind of building aseismicity framework, including structural column, steel frame and steel bearing diagonal, steel frame is by upper horizontal steel pole, lower horizontal steel pole and be positioned at both sides steel column constitute, upper horizontal steel pole and lower horizontal steel pole respectively and are provided with angle steel fixed mount between the steel column of both sides, upper horizontal steel pole middle lower portion is provided with a connection girder steel, upper horizontal steel pole is provided with a rubber support and antivibrator with being connected between girder steel, steel bearing diagonal upper end fixedly mounts with being connected girder steel, steel bearing diagonal lower end fixedly mounts with the angle steel fixed mount of lower horizontal steel pole and steel column junction.This utility model is designed by optimization, uses seismic energy dissipation structure, improves the shock resistance of building, has that structure is easy for installation, construction simple and fast, feature that anti seismic efficiency is good.
Description
Technical field
This utility model relates to technical field of buildings, particularly to a kind of building aseismicity framework.
Background technology
The construction of traditional skyscraper, its framework is all the Architectural Construction using integral type, when running into earthquake, whole building
Building all follows ground to shake, and floor is the highest, swings the most obvious.The earthquake resistant construction of traditional skyscraper uses reinforcement exactly
The steadiness of general frame structure, but there is more hidden danger, the such as upright of frame part quick pendulum through earthquake of daring not accept in it
Dynamic, fracture easily occurs, thus causes antidetonation failure, and in the most more early stage floor, in body of wall, arrangement of reinforcement is less, sets up defences anti-
Shake intensity is the highest, thus needs to improve overall shock resistance, and usual employing is configured new antidetonation body of wall or increase connects steel
Girder construction, but it exists, and construction is more inconvenient, anti seismic efficiency is general and the defect of complex operation.
Utility model content
The purpose of this utility model is to solve above-mentioned deficiency, it is provided that a kind of building aseismicity framework, has structure installation side
Just, construction simple and fast, feature that anti seismic efficiency is good.
This utility model is solved the technical problem that to realize by the following technical solutions:
A kind of building aseismicity framework, including structural column, steel frame and steel bearing diagonal, described steel frame by upper horizontal steel pole,
Lower horizontal steel pole and the steel column being positioned at both sides are that a rectangular frame structure is constituted, described horizontal steel pole and lower horizontal steel pole
Respectively and being provided with angle steel fixed mount between the steel column of both sides, described horizontal steel pole middle lower portion is provided with a connection girder steel, institute
Stating horizontal steel pole and be provided with a rubber support and antivibrator with being connected between girder steel, described rubber support is by upper padding plate, lower bolster
And rubber blanket between described upper padding plate and lower bolster is constituted, described rubber blanket lower surface is arc surface structure, described under
Backing plate upper surface is tangent with described rubber blanket lower surface to be coordinated, and described steel bearing diagonal upper end is connected girder steel fixed installation with described,
Described steel bearing diagonal lower end fixedly mounts with the angle steel fixed mount of described lower horizontal steel pole and steel column junction.
Described steel frame is positioned at inside described structural column and fixedly mounts with described structural column.
Described steel bearing diagonal quantity is two.
Two described steel bearing diagonals are inverted " v " arrangement.
Described upper padding plate fixedly mounts with described horizontal steel pole, and described lower bolster is connected girder steel fixed installation with described.
Also including that the first fixing support fixes support with second, described first fixes support is positioned under described horizontal steel pole
Side, surface, described second fixing support described horizontal steel pole and is connected between girder steel, described first fixing support with
Second fixing support connects described antivibrator two ends for fixing.
This utility model compared with prior art has following outstanding advantages and effect: this utility model is set by optimization
Meter, use seismic energy dissipation structure, improve the shock resistance of building, have structure easy for installation, construction simple and fast, antidetonation effect
The best feature.
Feature of the present utility model see graphic and the most preferably embodiment the detailed description of this case and obtains clear
Ground is understood.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram of this utility model embodiment；
Fig. 2 is the rubber support sectional structure schematic diagram of this utility model embodiment.
Detailed description of the invention
For the technological means making this utility model realize, creation characteristic, reach purpose and be easy to understand with effect, under
Face combines and is specifically illustrating, and this utility model is expanded on further.
As shown in Figure 1 to Figure 2, this utility model provide a kind of building aseismicity framework, including structural column 1, steel frame 2 and
Steel bearing diagonal 8, steel frame 2 is positioned at inside structural column 1 and fixedly mounts with structural column 1, and this structure is convenient is connected peace with structural column 1
Dress, increases construction convenience, and steel frame 2 is by upper horizontal steel pole 21, lower horizontal steel pole 23 and is positioned at the steel column 22 of both sides in one
Rectangular frame structure is constituted, and is corresponding with wall body structure, upper horizontal steel pole 21 and lower horizontal steel pole 23 respectively with the steel of both sides
Being provided with angle steel fixed mount 7 between column 22, strengthen the steadiness connected, upper horizontal steel pole 21 middle lower portion is provided with a connection girder steel
9, upper horizontal steel pole 21 is provided with a rubber support 6 and antivibrator 4 with being connected between girder steel 9, rubber support 6 by upper padding plate 61, under
Backing plate 63 and the rubber blanket between upper padding plate 61 and lower bolster 63 62 are constituted, and rubber blanket 62 lower surface is arc surface structure,
Lower bolster 63 upper surface is tangent with rubber blanket 62 lower surface to be coordinated, and upper padding plate 61 fixedly mounts with upper horizontal steel pole 21, lower bolster
63 fixedly mount with being connected girder steel 9, use this structure to install, and the convenient girder steel 9 that connects has caching performance, improves antidetonation deformation energy
Power, also includes that support 5 is fixed in the first fixing support 3 and second, and the first fixing support 3 is positioned at horizontal steel pole 21 lower surface one
Side, second fixing support 5 upper horizontal steel pole 21 with is connected between girder steel 9, support 5 is fixed in the first fixing support 3 and second
For fixing connection damper 4 two ends, antivibrator 4 can strengthen the ability of anti-deformation of longitudinal column, steel bearing diagonal 8 upper end and company
Connecing girder steel 9 to fixedly mount, steel bearing diagonal 8 lower end is fixing with the angle steel fixed mount 7 of lower horizontal steel pole 23 and steel column 22 junction
Installing, steel bearing diagonal 8 quantity is two, and two steel bearing diagonals 8 are arranged in inverted " v ".
According to above-mentioned, operation principle of the present utility model is: when there is earthquake shock, and structural column 1 is impacted, thus
Making longitudinal cylinder be formed to swing, steel frame 2 can improve the steadiness of structural column 1, and steel frame 2 inner utilization is inverted " V " simultaneously
Two steel bearing diagonals 8 of shape arrangement arrangement, improve the seismic stability of steel column 22, utilize top to connect girder steel 9 shape simultaneously
A cushioning supportive, connection girder steel 9 is become to combine antivibrator 4 and can realize the adjustment that laterally buffers and reset, complete energy-dissipating and shock-absorbing
Effect, improves the anti seismic efficiency of entirety.
This utility model is designed by optimization, uses seismic energy dissipation structure, improves the shock resistance of building, have structure
Easy for installation, construction simple and fast, feature that anti seismic efficiency is good.
As known by the technical knowledge, this utility model can be by other essence without departing from its spirit or the reality of essential feature
The scheme of executing realizes.Therefore, embodiment disclosed above, for each side, all it is merely illustrative, is not only
's.All in the range of this utility model or be equal to the change in the range of this utility model all by this utility model bag
Contain.
Claims (6)
1. a building aseismicity framework, including structural column, steel frame and steel bearing diagonal, it is characterised in that: described steel frame is by upper
Horizontal steel pole, lower horizontal steel pole and to be positioned at the steel column of both sides be that a rectangular frame structure is constituted, described horizontal steel pole and
Lower horizontal steel pole respectively and is provided with angle steel fixed mount between the steel column of both sides, described horizontal steel pole middle lower portion is provided with one even
Connecing girder steel, described horizontal steel pole is provided with a rubber support and antivibrator with being connected between girder steel, and described rubber support is by upper pad
Plate, lower bolster and the rubber blanket between described upper padding plate and lower bolster are constituted, and described rubber blanket lower surface is arc surface knot
Structure, described lower bolster upper surface is tangent with described rubber blanket lower surface to be coordinated, and described steel bearing diagonal upper end is connected girder steel with described
Fixed installation, described steel bearing diagonal lower end fixedly mounts with the angle steel fixed mount of described lower horizontal steel pole and steel column junction.
A kind of building aseismicity framework the most according to claim 1, it is characterised in that: described steel frame is positioned at described structural column
Inner side also fixedly mounts with described structural column.
A kind of building aseismicity framework the most according to claim 1, it is characterised in that: described steel bearing diagonal quantity is two.
A kind of building aseismicity framework the most according to claim 3, it is characterised in that: two described steel bearing diagonals are inverted " V "
Shape is arranged.
A kind of building aseismicity framework the most according to claim 1, it is characterised in that: described upper padding plate and described horizontal steel
Bar fixedly mounts, and described lower bolster is connected girder steel fixed installation with described.
A kind of building aseismicity framework the most according to claim 1, it is characterised in that: also include the first fixing support and second
Fixing support, described first fixes support is positioned at described horizontal steel pole lower surface side, and described second fixes support is positioned at institute
Stating horizontal steel pole and be connected between girder steel, the described first fixing support fixes support for the described damping of fixing connection with second
Device two ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620659797.0U CN205712556U (en) | 2016-06-17 | 2016-06-17 | A kind of building aseismicity framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620659797.0U CN205712556U (en) | 2016-06-17 | 2016-06-17 | A kind of building aseismicity framework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205712556U true CN205712556U (en) | 2016-11-23 |
Family
ID=57317600
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620659797.0U Expired - Fee Related CN205712556U (en) | 2016-06-17 | 2016-06-17 | A kind of building aseismicity framework |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205712556U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060360A (en) * | 2017-01-11 | 2017-08-18 | 西安建筑科技大学 | A kind of masonry structure damping reinforcement method |
| CN107701635A (en) * | 2017-06-19 | 2018-02-16 | 中国人民解放军国防科学技术大学 | Broad band low frequency locally resonant structure with super damping characteristic |
-
2016
- 2016-06-17 CN CN201620659797.0U patent/CN205712556U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060360A (en) * | 2017-01-11 | 2017-08-18 | 西安建筑科技大学 | A kind of masonry structure damping reinforcement method |
| CN107701635A (en) * | 2017-06-19 | 2018-02-16 | 中国人民解放军国防科学技术大学 | Broad band low frequency locally resonant structure with super damping characteristic |
| CN107701635B (en) * | 2017-06-19 | 2020-01-17 | 中国人民解放军国防科学技术大学 | Low-frequency broadband local resonance structure with super-damping characteristic |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100587182C (en) | Adjustable metal composite type low-yield point damper | |
| CN203430059U (en) | Temporary fixing device used for installing large-span steel structure roof primary truss | |
| CN103774767B (en) | Combined type high-rise structure energy dissipation and shock absorption enhancement layer | |
| CN207260360U (en) | A kind of Anti-seismic building structure | |
| TWI609114B (en) | A Controllable Stiffness Isolation Bearing Using Gravity Negative Stiffness | |
| CN103821248B (en) | Spacing link type low frequency shock insulation energy dissipation brace | |
| CN103233526B (en) | A kind of enhancement Layer of adaptive damping | |
| CN107327193A (en) | A kind of 3-dimensional metal energy-consumption damper | |
| CN105064527A (en) | Steel ring shock absorption and energy dissipation supporting system and design method | |
| CN107859197A (en) | A kind of building aseismicity, vibration absorber | |
| CN204703309U (en) | The connector of the large plate of a kind of assembling type outer wall and agent structure | |
| CN205712556U (en) | A kind of building aseismicity framework | |
| CN103498515A (en) | Mild steel damper for included angle position or column foot position of beam column node | |
| CN105649236B (en) | Gravity type damping filling wall | |
| CN106320570B (en) | A kind of compound shear wall with easy replacement vibration damper steel plate damper | |
| CN205934603U (en) | Vertical vibration damper with canceling release mechanical system | |
| CN104060713A (en) | Building damping device | |
| CN204252312U (en) | A kind of function divergence type annulus mild steel damper | |
| CN103774752B (en) | Steel pipe truss hinged joint device | |
| CN202850515U (en) | Regulating-type temporary supporting rod for inclined steel column installation | |
| CN108118939A (en) | A kind of high-strength steel controller perturbation ductility construction | |
| CN203961042U (en) | The floor shock-damping structure of structure | |
| CN202755491U (en) | Stone curtain wall connection node | |
| CN105003116A (en) | Overhead power transmission tower with high integral wind-resistant performance | |
| CN103541451A (en) | Anti-overturning, shock insulation, shock absorption and energy consumption system for high-rise structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161123 Termination date: 20170617 |