CN2617839Y - Energy-dissipating and vibration absorbing supporter - Google Patents
Energy-dissipating and vibration absorbing supporter Download PDFInfo
- Publication number
- CN2617839Y CN2617839Y CN 03230672 CN03230672U CN2617839Y CN 2617839 Y CN2617839 Y CN 2617839Y CN 03230672 CN03230672 CN 03230672 CN 03230672 U CN03230672 U CN 03230672U CN 2617839 Y CN2617839 Y CN 2617839Y
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- Prior art keywords
- damper
- earthquake
- steel framework
- energy
- steel frame
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- Expired - Fee Related
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Abstract
The utility model relates to an energy dissipation and vibration reduction supporting device, comprising a steel frame (1), a support body (2) and a damper (3); the steel frame (1) and the frame structure of the building are connected into a whole; the damper (3) is provided with two heads, one head is fixedly connected with the steel frame (1), the support body (2) is connected between the steel frame (1) and the other head of the damper (3). When the earthquake happens, the energy dissipation and vibration reduction supporting device can absorb and dissipate the input energy of the earthquake to enable the structure to stay in elastic state under the small earthquake effect; the demeanor, the intensity and the comfort degree of the structure can meet the normal serviceability requirement; under the strong earthquake effect, the earthquake response of the main structure is reduced by the energy dissipation and vibration reduction effect of the damper, the original structure is protected, and the vibration is reduced. By adopting the utility model, the features of the original building are protected, the architectural function requirements are also met.
Description
Technical field
The utility model relates to a kind of antivibration device, and it is used to consume earthquake to the strain energy of distortion that the building produces, and guarantees the device of building safety.
Background technology
Existing house antivibration generally is to adopt beam and body of wall are thickeied, reinforced, so the effect of antivibration, cracking resistance all is not fine.
Summary of the invention
Technical problem to be solved in the utility model provides a kind of energy dissipating, vibration damping support device, and it depends on former agent structure, and the energy that can absorb and import during the dissipation earthquake.
In order to solve the problems of the technologies described above, the utility model has adopted following technical proposals: this energy-eliminating shock-absorbing bracing or strutting arrangement, comprise: steel framework, supporter, damper, described steel framework is one with the building frame structure and is connected, described damper is provided with double end, the one head is with steel framework fixedlys connected, and described supporter is connected between the other end of steel framework and damper.
When in case earthquake takes place; the energy that this energy dissipating, vibration damping support device can absorb and the dissipation earthquake is imported; make structure under the small earthquake effect; be in elastic state, the demeanour of structure, intensity and comfort level all satisfy normal instructions for use, under shake effect doughtily; because the energy-eliminating shock-absorbing effect of damper; reduce the earthquake response of agent structure, protected original structure, reached the vibration damping purpose.Adopt the utility model, promptly kept the original building style and features, satisfied the building function requirement again.
Description of drawings
Fig. 1 is the floor map of an embodiment of energy dissipating of the present utility model, vibration damping support device.
The specific embodiment
As shown in Figure 1: energy dissipating of the present utility model, vibration damping support device comprise: steel framework 1, supporter 2, damper 3.Described steel framework 1 is one with the building frame structure and is connected, and depend on the exterior wall of building, described supporter 2 adopts H200 shaped steel, be herringbone, its two bottoms that separate are one with steel framework 1 respectively and are connected, described damper 3 is provided with double end, and the one head is fixedlyed connected with steel framework 1, fixedlys connected with the top ends of supporter 2 in the other end.
Described steel framework 1 adopts the L125*10 section bar, earlier determine steel framework installation shaft line position and absolute altitude according to design drawing, eject the control line of axis and absolute altitude, divide four limits to install with splicing angle steel steel framework well, earlier upright bottom level frame, vertical frame about standing again, press the upper level frame last at last, and do tack weld and propping is fixed, correct errorless back electric welding then and connect, and coat fire resisting paint.
After described steel framework 1 installs, promptly carry out about sprayed mortar, making steel framework 1 be attached thereto structural framing links into an integrated entity, after waiting to reach certain intensity, herringbone energy dissipating supporter 2 is utilized the hoisted in position of falling the key, and do tack weld and propping is fixed, utilize 42 tons of jack to correct errorless laggard pedestrian's font energy dissipating supporter and the fixing welding of damper support node plate.Described supporter 2 adopts H200 shaped steel,
Described damper 3 is connected between steel framework and the supporter top by high-strength peg.When damper is installed, utilize the manpower thick stick to lift to connecting portion, do with the peg latch temporary fixed, with tightening nuts after the instrument rectification level.
Claims (3)
1, a kind of energy dissipating, vibration damping support device, it is characterized in that, comprise: steel framework (1), supporter (2), damper (3), described steel framework (1) is one with the building frame structure and is connected, described damper (3) is provided with double end, the one head is with steel framework (1) fixedlys connected, and described supporter (2) is connected between the other end of steel framework (1) and damper (3).
2, energy dissipating according to claim 1, vibration damping support device is characterized in that, described supporter (2) is herringbone, and its two bottoms that separate are one with steel framework (1) respectively and are connected, and fixedly connected with the other end of damper (3) in its top.
3, energy dissipating according to claim 1, vibration damping support device is characterized in that, being fixedly connected as by high-strength peg between the top of described damper and steel framework (1) and supporter (2) is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03230672 CN2617839Y (en) | 2003-04-24 | 2003-04-24 | Energy-dissipating and vibration absorbing supporter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03230672 CN2617839Y (en) | 2003-04-24 | 2003-04-24 | Energy-dissipating and vibration absorbing supporter |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2617839Y true CN2617839Y (en) | 2004-05-26 |
Family
ID=34247717
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03230672 Expired - Fee Related CN2617839Y (en) | 2003-04-24 | 2003-04-24 | Energy-dissipating and vibration absorbing supporter |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2617839Y (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101864846A (en) * | 2010-06-18 | 2010-10-20 | 北京工业大学 | Embedded shock-absorption steel frame for seismic hardening |
| CN101827983B (en) * | 2007-05-15 | 2013-12-04 | 康斯坦丁·赫里斯托普洛斯 | Cast structural yielding fuse |
| CN103821248A (en) * | 2014-03-09 | 2014-05-28 | 北京工业大学 | Limit connecting rod type low frequency vibration isolation energy-consumption support |
| CN104912221A (en) * | 2015-04-20 | 2015-09-16 | 北京工业大学 | Corner damper and installing method of corner damper |
| CN106499077A (en) * | 2016-09-20 | 2017-03-15 | 北京工业大学 | Metal-rubber damper with limitation locking function and anti-buckling support combinations energy-dissipating device |
| CN106759852A (en) * | 2017-03-15 | 2017-05-31 | 青岛正为钢结构有限公司 | One kind is caved in protection steel house |
| CN108487496A (en) * | 2016-07-08 | 2018-09-04 | 张玉强 | Damping wall device and resilient element number of species determine method |
| CN112482600A (en) * | 2020-11-19 | 2021-03-12 | 东北林业大学 | Composite damper for reinforcing building frame |
-
2003
- 2003-04-24 CN CN 03230672 patent/CN2617839Y/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101827983B (en) * | 2007-05-15 | 2013-12-04 | 康斯坦丁·赫里斯托普洛斯 | Cast structural yielding fuse |
| CN101864846A (en) * | 2010-06-18 | 2010-10-20 | 北京工业大学 | Embedded shock-absorption steel frame for seismic hardening |
| CN103821248A (en) * | 2014-03-09 | 2014-05-28 | 北京工业大学 | Limit connecting rod type low frequency vibration isolation energy-consumption support |
| CN103821248B (en) * | 2014-03-09 | 2015-11-18 | 北京工业大学 | Spacing link type low frequency shock insulation energy dissipation brace |
| CN104912221A (en) * | 2015-04-20 | 2015-09-16 | 北京工业大学 | Corner damper and installing method of corner damper |
| CN104912221B (en) * | 2015-04-20 | 2017-06-06 | 北京工业大学 | A kind of corner damper and its installation method |
| CN108487496A (en) * | 2016-07-08 | 2018-09-04 | 张玉强 | Damping wall device and resilient element number of species determine method |
| CN108487496B (en) * | 2016-07-08 | 2019-11-26 | 江苏来德福汽车部件有限公司 | Damping wall device and resilient element number of species determine method |
| CN106499077A (en) * | 2016-09-20 | 2017-03-15 | 北京工业大学 | Metal-rubber damper with limitation locking function and anti-buckling support combinations energy-dissipating device |
| CN106499077B (en) * | 2016-09-20 | 2018-10-19 | 北京工业大学 | Metal-rubber damper with limitation locking function and anti-buckling support combinations energy-consuming device |
| CN106759852A (en) * | 2017-03-15 | 2017-05-31 | 青岛正为钢结构有限公司 | One kind is caved in protection steel house |
| CN112482600A (en) * | 2020-11-19 | 2021-03-12 | 东北林业大学 | Composite damper for reinforcing building frame |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20040526 Termination date: 20120424 |