CN208564124U - A kind of metal energy-dissipation damper - Google Patents
A kind of metal energy-dissipation damper Download PDFInfo
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- CN208564124U CN208564124U CN201721789005.2U CN201721789005U CN208564124U CN 208564124 U CN208564124 U CN 208564124U CN 201721789005 U CN201721789005 U CN 201721789005U CN 208564124 U CN208564124 U CN 208564124U
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- Prior art keywords
- metal energy
- energy dissipation
- connecting plate
- metal
- fixedly connected
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- 239000002184 metal Substances 0.000 title claims abstract description 57
- 229910052751 metal Inorganic materials 0.000 title claims abstract description 57
- 230000021715 photosynthesis, light harvesting Effects 0.000 title claims abstract description 33
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 19
- 239000010959 steel Substances 0.000 claims abstract description 19
- 239000000463 material Substances 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 2
- 238000005265 energy consumption Methods 0.000 abstract description 9
- 238000010276 construction Methods 0.000 abstract description 3
- 230000004044 response Effects 0.000 abstract description 3
- 230000007246 mechanism Effects 0.000 abstract description 2
- 238000005452 bending Methods 0.000 description 4
- 238000013016 damping Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000009471 action Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 2
- 239000010931 gold Substances 0.000 description 2
- 229910052737 gold Inorganic materials 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000013003 hot bending Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 230000001151 other effect Effects 0.000 description 1
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- 230000002787 reinforcement Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Landscapes
- Vibration Dampers (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
本实用新型提供了一种金属耗能阻尼器，包括连接件和金属耗能元件，连接件与建筑固定连接，金属耗能元件通过连接件与建筑连接，金属耗能元件由一对T形截面钢材中部相对弯曲后栓焊连接构成。金属耗能元件分为直线段和圆弧段，圆弧段两端分别通过直线段和连接件与建筑连接。金属耗能元件的直线段上设有多个第一螺栓，上述一对T形截面钢材的两端通过第一螺栓固定连接；金属耗能元件的直线段通过第二螺栓与连接件连接；本实用新型耗能机理明确，构造简单，成本低廉，更换方便，使用灵活，适用性强，可以有效提高建筑结构的抗震性能，也可以减小高层及超高层结构的风振响应，同时也适用于装配式建筑结构的快速施工，具有很好的市场推广应用前景。
The utility model provides a metal energy dissipation damper, which comprises a connecting piece and a metal energy dissipation element, the connecting piece is fixedly connected with a building, the metal energy dissipation element is connected with the building through the connecting piece, and the metal energy dissipation element is composed of a pair of T-shaped sections. The middle part of the steel is relatively bent and then bolted and welded. The metal energy dissipation element is divided into a straight line segment and a circular arc segment. The straight section of the metal energy dissipation element is provided with a plurality of first bolts, and the two ends of the above-mentioned pair of T-section steels are fixedly connected by the first bolts; the straight section of the metal energy dissipation element is connected with the connecting piece through the second bolt; The utility model has clear energy consumption mechanism, simple structure, low cost, convenient replacement, flexible use and strong applicability, which can effectively improve the seismic performance of building structures, and can also reduce the wind vibration response of high-rise and super-high-rise structures. The rapid construction of prefabricated building structures has good market promotion and application prospects.
Description
Technical field
The utility model belongs to technical field of civil engineering, and in particular to a kind of metal damping using bending deformation energy consumption
Device can be applied to the vibration control field of building structure.
Background technique
Dissipative member is added in building structure, and building structure can be made to have stronger resistance earthquake or wind load etc. outer
The ability that power is destroyed.Common dissipative member has friction damper, viscous (bullet) property damper, magnetic current modification damper and metal
Energy-consumption damper etc..Wherein, metal energy-dissipation damper be a kind of energy-dissipating property it is superior, it is easy to make, cheap, be easily changed
Energy-consumption shock-absorption device, it is using metal material good plastic yielding hysteresis deformation come dissipation energy, to reach damping
Purpose.It can both cooperate shock isolating pedestal or shock isolation system, as energy consumption unit therein or limiting device, and can be independent
For being used as energy-consuming device in building structure, additional damping and rigidity are provided, therefore be with a wide range of applications.
Probably there are two types of types for current metal energy-dissipation damper, and one is dampers by low-yield steel processing and fabricating
It forms, is mainly consumed energy using damper axial tension power or pressure, such as buckling restrained bracing, using low-yield steel system
Make damper, increase cost of manufacture, it is also and remarkable to construct, to increase project cost, is unfavorable for promoting and applying；Separately
One is the metal energy-dissipation dampers using common iron production, and this damper structure is relative complex, some need to cooperate branch
Support could use, for example, a kind of pulling and pressure prevention surrender metal bending consumption of the patent disclosure of Patent No. ZL201010114545.7
Energy damper, exactly belongs to such case.
Utility model content
The purpose of the utility model is to overcome drawbacks described above, provide a kind of simple structure, low in cost, replacement is convenient,
Structure lateral rigidity can be increased, the metal energy-dissipation damper to consume energy using bending deformation.
A kind of metal energy-dissipation damper of the utility model, including metal dissipative cell and connector, the connector with
Building is fixedly connected, and the metal dissipative cell is connected by connector and building.The metal dissipative cell is by a pair of of strip
Composition is fixedly connected with after steel local inclination.
In order to enhance the effect of energy consumption, both ends bolt-weld joint after the local inclination of the pair of strip steel middle part, the gold
Belong to dissipative cell and be divided into straightway and arc section, the arc section both ends pass through straightway and connector respectively and building connects.
In order to keep the connection of metal dissipative cell straightway relatively reliable, material is not surrendered prior to arc section, the gold
The straightway for belonging to dissipative cell is equipped with multiple first bolts, and the both ends of the pair of strip steel connect by the way that the first bolt is fixed
It connects, the straightway of the metal dissipative cell is fixedly connected by the second bolt with connector.
In order to keep the energy consumption effect of metal energy-dissipation damper best, the sections of the strip steel is T-type, I-shaped, round
One of type.
In order to improve the bonding strength of connector, facilitate the installation of metal energy-dissipation damper, the connector is connected by first
Fishplate bar, the second connecting plate, upper junction plate and lower connecting plate are formed by fixedly connecting；First connecting plate and the second connecting plate are in one
Clamp angle connects after being fixedly connected with building；The upper junction plate and lower connecting plate it is parallel and respectively with the first connecting plate and the
Two connecting plates are fixedly connected；The upper junction plate and lower connecting plate pass through the straightway of the second bolt and the metal dissipative cell
It is fixedly connected.
The utility model has the advantage that compared with the existing technology
1, the utility model it is rigid can to change metal energy-dissipation damper by changing core metal dissipative cell arc section curvature
Degree, to adapt to the actual demand of different operating environment.
2, the metal dissipative cell of the utility model is unyielding in small shake, can provide for building structure lateral rigid
Degree, in middle shake and big shake, hardware surrender energy consumption, reduces destruction of the geological process to main structure.
3, the utility model can be used in the aseismatic reinforcement engineering of existing structure, reduce the seismic response of existing structure,
It is set to meet current specifications requirement.
4, the utility model can directly replace the support structure in frame structure, frame-shear-wall structure and frame-tube structure
Part further decreases construction cost.
5, the utility model Energy Dissipation Mechanism is clear, and simple structure is low in cost, and replacement is convenient, using flexible, applicability
By force, it can effectively improve the anti-seismic performance of building structure, also can reduce high-rise and super high rise structure wind vibration response, while
Suitable for the rapid construction of assembled arthitecutral structure, there is good marketing application prospect.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the side view of the utility model；
Fig. 3 is the top view of the utility model；
Fig. 4 is the schematic perspective view of the utility model；
Fig. 5 is the utility model connecting-piece structure schematic diagram；
Fig. 6 is one of the scheme of installation of the utility model；
Fig. 7 is the two of the scheme of installation of the utility model；
Fig. 8 is one of the operation schematic diagram under the conditions of the utility model is shown in Fig. 6；
Fig. 9 is two of the operation schematic diagram under the conditions of the utility model is shown in Fig. 6；
In figure: 1, connector；2, metal dissipative cell；3, the first bolt；4, the second bolt；5, the first connecting plate；6, the
Two connecting plates；7, upper junction plate；8, lower connecting plate；9, strip steel.
Specific embodiment
Below in conjunction with attached drawing, a kind of metal energy-dissipation damper of the utility model is described in further detail.
As shown in Figures 1 to 5, a kind of metal energy-dissipation damper of the utility model, including connector 1 and metal energy consumption member
Part 2, connector 1 are fixedly connected with building, metal dissipative cell 2 by connector 1 and building connect, metal dissipative cell 2 by
Bolt-weld joint is constituted after local inclination in the middle part of a pair of of T section steel.Metal dissipative cell 2 divides for straightway and arc section, circle
Segmental arc both ends pass through straightway and connector 1 respectively and building connects.The straightway of metal dissipative cell 2 is equipped with multiple first
The both ends of bolt 3, above-mentioned a pair of T section steel are fixedly connected by the first bolt 3；The straightway of metal dissipative cell 2 is logical
The second bolt 4 is crossed to be fixedly connected with connector 1.Connector 1 is by the first connecting plate 5, the second connecting plate 6, upper junction plate 7 and lower company
Fishplate bar 8 is formed by fixedly connecting.First connecting plate 5 and the second connecting plate 6 connect after being at right angles fixedly connected with building.Upper junction plate
7 and lower connecting plate 8 it is parallel and be fixedly connected respectively with the first connecting plate 5 and the second connecting plate 6；Upper junction plate 7 and lower connection
Plate 8 is fixedly connected by the second bolt 4 with the straightway of metal dissipative cell 2.
As shown in figure 4, metal dissipative cell 2 is formed by bolt-weld joint after a pair of of T section steel bending, T-type section steel
Material is made of two straight length portions and a circular arc segment section, and the direct hot bending of Slit T can be used and form, can also be used
It is welded after general steel plate cutting.A pair of of T section steel are connected after straight length portion welding by the first bolt 3
It connects.Metal dissipative cell 2 is connected with connector 1 by the second bolt 4.
Fig. 6 illustrates the metal energy-dissipation damper of the utility model in one of frame structure arrangement, metal consumption
Can the first connecting plate 5 in the connector 1 in damper and the second connecting plate 6 be bolted with Vierendeel girder and frame column.
Support in the alternative frame structure of the damping provides lateral rigidity when external action is smaller for structure, larger when acting on
When, damper starts to surrender, and starts to consume energy into working condition.Here external action can be geological process, be also possible to
Other effects such as wind load.
As shown in fig. 7, another mounting means of the metal energy-dissipation damper of the utility model, this mounting means are suitable for
For column away from bigger situation, damper needs to install two, and the span centre position of beam is located at the node of beam installation.
The above is only the utility model two kinds of embodiments therein, it is noted that the utility model can also be with
In the other structures type such as frame-shear-wall structure, space structure, assembling type steel structure, answered in this class formation
Used time, connection type can also carry out transformation appropriate, no longer illustrate one by one here, as long as the technology based on the utility model is former
Reason, all in the protection category of the utility model.
Claims (8)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721789005.2U CN208564124U (en) | 2017-12-20 | 2017-12-20 | A kind of metal energy-dissipation damper |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721789005.2U CN208564124U (en) | 2017-12-20 | 2017-12-20 | A kind of metal energy-dissipation damper |
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| Publication Number | Publication Date |
|---|---|
| CN208564124U true CN208564124U (en) | 2019-03-01 |
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| CN201721789005.2U Expired - Fee Related CN208564124U (en) | 2017-12-20 | 2017-12-20 | A kind of metal energy-dissipation damper |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859404A (en) * | 2017-12-20 | 2018-03-30 | 兰州理工大学 | A kind of metal energy-dissipation damper |
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2017
- 2017-12-20 CN CN201721789005.2U patent/CN208564124U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859404A (en) * | 2017-12-20 | 2018-03-30 | 兰州理工大学 | A kind of metal energy-dissipation damper |
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| GR01 | Patent grant | ||
| 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: 20190301 Termination date: 20191220 |