CN201068606Y - Metal friction-yielding damper structure - Google Patents
Metal friction-yielding damper structure Download PDFInfo
- Publication number
- CN201068606Y CN201068606Y CNU2007200134016U CN200720013401U CN201068606Y CN 201068606 Y CN201068606 Y CN 201068606Y CN U2007200134016 U CNU2007200134016 U CN U2007200134016U CN 200720013401 U CN200720013401 U CN 200720013401U CN 201068606 Y CN201068606 Y CN 201068606Y
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- steel plate
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- 239000002184 metal Substances 0.000 title claims abstract description 29
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 29
- 239000010959 steel Substances 0.000 claims abstract description 29
- 238000003466 welding Methods 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 4
- 239000000203 mixture Substances 0.000 abstract 1
- 238000000034 method Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 5
- 238000006243 chemical reaction Methods 0.000 description 2
- 230000011218 segmentation Effects 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000001066 destructive Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 239000011814 protection agent Substances 0.000 description 1
Abstract
The utility model relates to a metal friction-yieldance damper structure, which belongs to the technical field of the structural earthquake resistance of the constructional engineering. The utility model relates to a control method used for improving the earthquake-resistant performance of a dissipative device by the combination use of a metal yieldance damper and a metal friction damper. The utility model is characterized in that the metal friction-yieldance damper structure is mainly composed of a dissipative steel plate, a friction steel plate and a horizontal connecting steel plate. The utility model realizes the staged dissipation energy through the friction steel plate and the dissipative steel plate, and the utility model makes the dissipative device have adjustable function by adjusting the length of a slide slot of the friction steel plate. The utility model has the effects and benefits that the damper structure can be used for a herringbone support in the multi-layer building structure, and can also be applied between a beam and a wall. The utility model has definite economical and social values, and can be widely applied to the field of the structural earthquake resistance.
Description
Technical field
The utility model belongs to building engineering structure anti-seismic technology field, relates to a kind of structure with metal yield and frcition damper, realizes the self-regulating function of damper, reaches the purpose of the extraneous input structure energy that dissipates stage by stage.
Background technology
Earthquake can cause the heavy damage of building structure as one of natural calamity.Traditional seismic design is to resist geological process by the anti-seismic performance that strengthens structure self, and promptly utilize structure storage itself and earthquake energy to satisfy the structural seismic standard of setting up defences: little shake is not bad, and middle shake can be repaiied, no collapsing with strong earthquake.And this antidetonation mode lacks capacity of self-regulation, under uncertain geological process, does not satisfy the requirement of safety probably.The energy-dissipating and shock-absorbing technology is provided with damper with the increase structural damping as a new technology that develops rapidly by the suitable position in building structure, thereby reduces the reaction of structure under wind and geological process.Verified this technology of achievement in research in recent years is effective, practical.
The energy-consumption shock-absorption device that has had at present is a lot, as metal yield damper, frcition damper, viscous fluid damper, intelligent damper.Wherein the metal yield damper mainly is that good plastic property absorbs seismic energy after utilizing metal yield, and frcition damper normally utilizes the seismic energy that dissipates of the frictional behavior between the metal.Two kinds of energy-dissipating device something in commons are all can adopt common metal (as steel) to process; All belong to Passive Control system category, damper itself does not need the input of extra power; Draw materials simple, easily processing, hysteresis stable performance, be easy to replacing etc.Its weak point is: all lack the self-adjusting ability of control during two kinds of dampers use separately, can not adjust the size of sinker control according to building structure at the response characteristic under the geological process.And building structure is when suffering geological process; its destructive power is not of uniform size; damper is as important energy dissipator; aspect power consumption, should provide different controls according to the difference of earthquake intensity; as the less control that adapts to it can be provided under little shake effect; the whole abilities of performance energy dissipator consume energy protection agent structure stage by stage under middle shake, big shake effect.
Summary of the invention
The purpose of this utility model provides a kind of metal yield-frcition damper structure, by frcition damper and metal damper series parallel are used, realize the self-adjusting ability of damper, reach the damping control thought of segmentation power consumption, reduce the reaction of structural system under geological process, solve the safety issue of building structure under geological process.
The technical solution of the utility model is as follows:
Metal yield damper upper end is connected by welding manner with following friction steel plate, and hole slot is offered on the friction steel plate surface, realizes the tunable performance of damper by the hole slot length adjustment; Connect with high-strength bolt between two friction steel plate, when relative deformation does not surpass hole slot length, provide power consumption by the frictional force between the friction steel plate; When relative deformation surpassed hole slot length, the metal yield damper began to deform, and by the plastic property power consumption of metal, finally realized the segmentation energy dissipation behavior of damper.
Effect of the present utility model and benefit are mainly reflected in metal yield damper and the friction damper associated self-adjusting ability that is used for increasing damper that makes, and realize the power consumption stage by stage of damper.This building method is simple and practical, is easy to the seismic design of energy-dissipating and shock-absorbing structure, will more be widely used in the Anti-quake Architectural Structure Design field.
Description of drawings
Fig. 1 is a kind of metal friction-positive elevational schematic view of surrender damper structure.
Among the figure: the 2nd, the metal yield damper; The 3rd, following friction steel plate; The 4th, last friction steel plate; The 5th, bolt; The 6th, level connects steel plate.
Fig. 2 is the schematic diagram of metal yield damper 2.
Fig. 3 is the schematic diagram of following friction steel plate 3.
Fig. 4 is metal yield and friction damper associated control device side elevational view.
Fig. 5 is a schematic diagram of going up friction steel plate 4.
Fig. 6 is the schematic diagram that level connects steel plate 6.
Fig. 7 is metal friction-surrender damper structure and support and connection schematic diagram.
Among the figure: the 1st, metal yield and friction damper associated use schematic diagram.
Fig. 8 is metal friction-surrender damper structure and beam connection diagram.
The specific embodiment
Be described in detail most preferred embodiment of the present utility model below in conjunction with technical scheme and accompanying drawing.
During concrete enforcement, at first, metal yield damper 2 level that is welded in is connected on steel plate 6 and the friction steel plate 3; Secondly, on last friction steel plate 4, offer conduit, processing bolt hole on following friction steel plate 3; The steel plate 2 that will consume energy is welded in down friction steel plate 3 and is connected on the steel plate 6 with level; To go up friction steel plate 4 with bolt 5 and link together, be concatenated into friction steel plate and metal yield damper whole as damping device with following friction steel plate 3.
Claims (1)
1. metal friction-surrender damper structure is characterized in that metal yield and frcition damper are chained together by welding manner, offers conduit on last friction steel plate surface, and by bolt two friction steel plate is connected in one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200134016U CN201068606Y (en) | 2007-07-17 | 2007-07-17 | Metal friction-yielding damper structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200134016U CN201068606Y (en) | 2007-07-17 | 2007-07-17 | Metal friction-yielding damper structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201068606Y true CN201068606Y (en) | 2008-06-04 |
Family
ID=39489984
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200134016U Expired - Fee Related CN201068606Y (en) | 2007-07-17 | 2007-07-17 | Metal friction-yielding damper structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201068606Y (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535669A (en) * | 2012-01-13 | 2012-07-04 | 大连理工大学 | Friction-metallic yielding energy consumption combined control damping device applied to shear wall connecting beam and control method thereof |
| CN103817480A (en) * | 2014-03-19 | 2014-05-28 | 中国建筑第八工程局有限公司 | Welding and locating structure for damper and bottom of steel beam, and welding method with welding and locating structure applied |
| CN103967148A (en) * | 2014-01-13 | 2014-08-06 | 北京工业大学 | Energy dissipation support and manufacturing method |
| CN110701243A (en) * | 2019-07-12 | 2020-01-17 | 江苏科技大学 | Detachable friction bending composite metal damper |
| CN111945921A (en) * | 2020-08-20 | 2020-11-17 | 海南大学 | Hierarchical energy consumption damper |
| CN111945920A (en) * | 2020-08-20 | 2020-11-17 | 海南大学 | Hierarchical yield damper |
-
2007
- 2007-07-17 CN CNU2007200134016U patent/CN201068606Y/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535669A (en) * | 2012-01-13 | 2012-07-04 | 大连理工大学 | Friction-metallic yielding energy consumption combined control damping device applied to shear wall connecting beam and control method thereof |
| CN103967148A (en) * | 2014-01-13 | 2014-08-06 | 北京工业大学 | Energy dissipation support and manufacturing method |
| CN103817480A (en) * | 2014-03-19 | 2014-05-28 | 中国建筑第八工程局有限公司 | Welding and locating structure for damper and bottom of steel beam, and welding method with welding and locating structure applied |
| CN110701243A (en) * | 2019-07-12 | 2020-01-17 | 江苏科技大学 | Detachable friction bending composite metal damper |
| CN111945921A (en) * | 2020-08-20 | 2020-11-17 | 海南大学 | Hierarchical energy consumption damper |
| CN111945920A (en) * | 2020-08-20 | 2020-11-17 | 海南大学 | Hierarchical yield damper |
| CN111945920B (en) * | 2020-08-20 | 2022-03-29 | 海南大学 | Hierarchical yield damper |
| CN111945921B (en) * | 2020-08-20 | 2022-07-26 | 海南大学 | Hierarchical energy consumption damper |
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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: 20080604 Termination date: 20110717 |