CN207211419U - A kind of replaceable H, U-shaped mild steel combination of dampings device - Google Patents
A kind of replaceable H, U-shaped mild steel combination of dampings device Download PDFInfo
- Publication number
- CN207211419U CN207211419U CN201721233564.5U CN201721233564U CN207211419U CN 207211419 U CN207211419 U CN 207211419U CN 201721233564 U CN201721233564 U CN 201721233564U CN 207211419 U CN207211419 U CN 207211419U
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- plate
- steel
- profile steel
- upper junction
- lower connecting
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- Expired - Fee Related
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Dampers (AREA)
Abstract
The utility model discloses a kind of replaceable H, U-shaped mild steel combination of dampings device, including upper junction plate, lower connecting plate and some power consumption modules, wherein, each power consumption module is between upper junction plate and lower connecting plate, each power consumption module includes the first H profile steel, second H profile steel and U-shaped steel plate, wherein, the top flange of first H profile steel is connected with upper junction plate, the lower flange of first H profile steel is connected with the side of U-shaped steel plate, the top flange of second H profile steel is connected with the opposite side of U-shaped steel plate, the lower flange of second H profile steel is connected with lower connecting plate, and the screwed hole for connecting external equipment is provided with upper junction plate and lower connecting plate, the damper cost of manufacture and replacement cost are low, and install and dismantle more convenient.
Description
Technical field
The utility model belongs to the damper technical field of civil engineering work structure, is related to a kind of replaceable H, U
Type mild steel combination of dampings device.
Background technology
Since 20th century, damper power consumption technical elements of the China in engineering structure have carried out substantial amounts of research
Engineering, and achieve impressive progress.Traditional Aseismic Design is to resist earthquake by the rigidity and intensity of enhancing structure itself
Effect, and this antidetonation mode is confined to the performance of itself, and difficulty is repaired after earthquake occurs to be damaged, structure is difficult to recover
The anti-seismic performance of script.The it is proposed of damper power consumption technology solves the problem for the restorability being damaged after structure shake, and it is former
Reason is the specific dissipative cell of setting, and seismic energy is guided into dissipative cell after the earthquake, is come with the damage of dissipative cell
Ensure the safety of total.
Metal damper especially mild steel damper is a kind of good damper component, and this type damper enters modeling
There is stable Hysteresis Behavior after sexual stage, good low-Cycle Fatigue Characteristics, structure type is various, can pass through the plastic deformation of itself
Substantial amounts of seismic energy is consumed, but relatively complicated, cost of manufacture and replacement cost are installed and dismantled to existing mild steel damper
It is higher.
Utility model content
The shortcomings that the purpose of this utility model is to overcome above-mentioned prior art, there is provided a kind of replaceable H, U-shaped soft
Steel combination of dampings device, the damper cost of manufacture and replacement cost are low, and install and dismantle more convenient.
To reach above-mentioned purpose, replaceable H described in the utility model, U-shaped mild steel combination of dampings device include upper connection
Plate, lower connecting plate and some power consumption modules, wherein, each module that consumes energy is between upper junction plate and lower connecting plate, and respectively consume energy mould
Block includes the first H profile steel, the second H profile steel and U-shaped steel plate, wherein, the top flange of the first H profile steel is connected with upper junction plate,
The lower flange of first H profile steel is connected with the side of U-shaped steel plate, and the top flange of the second H profile steel is connected with the opposite side of U-shaped steel plate
Connect, the lower flange of the second H profile steel is connected with lower connecting plate, and is provided with upper junction plate and lower connecting plate outer for connecting
The screwed hole of portion's equipment.
Between the top flange of first H profile steel and upper junction plate, between the lower flange of the first H profile steel and U-shaped steel plate, the 2nd H
Pass through high-strength bolt phase between the top flange of shaped steel and U-shaped steel plate and between the lower flange of the second H profile steel and lower connecting plate
Connection.
The quantity for the module that consumes energy is four, and four modules circumferentially equidistantly distributeds that consume energy.
The number of the upper screwed hole of upper junction plate 1 is four, the position that the top flange of the first H profile steel is connected with upper junction plate
Circumferentially it is interspersed with the position of upper junction plate upper screwed hole.
The number of lower connecting plate upper screwed hole is four, the position that the lower flange of the second H profile steel is connected with lower connecting plate
Circumferentially it is interspersed with the position of lower connecting plate upper screwed hole.
The utility model has the advantages that：
In concrete operations, U-shaped steel plate passes through for replaceable H described in the utility model, U-shaped mild steel combination of dampings device
One H profile steel is connected with upper junction plate, and U-shaped steel plate is connected by the second H profile steel with lower connecting plate, relative to traditional mild steel
Damper, initial stiffness of the present utility model is larger, easy to process, and when inputting seismic energy, passes through the change of U-shaped steel plate
Damping is realized in shape power consumption, and the hysteretic energy performance and low-Cycle Fatigue Characteristics of damper are preferable, and disclosure satisfy that the carrying of structure
Power requirement.In addition, the utility model passes through the screwed hole on the screwed hole and lower connecting plate on upper junction plate and external equipment phase
Connection, easy to disassemble and installation.
Further, it is connected between U-shaped steel plate and the first H profile steel and the second H profile steel by high-strength bolt, works as U-shaped steel
After plate is destroyed, then the replacing of U-shaped steel plate can be realized by removing high-strength bolt, it is not necessary to whole damper is changed,
Better economic benefit.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is side view of the present utility model；
Fig. 3 is top view of the present utility model.
Wherein, 1 it is upper junction plate, 2 be the first H profile steel, 3 be U-shaped steel plate, 4 be the second H profile steel, 5 is lower connecting plate.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings：
With reference to figure 1, replaceable H described in the utility model, U-shaped mild steel combination of dampings device include upper junction plate 1, lower company
Fishplate bar 5 and some power consumption modules, wherein, for each module that consumes energy between upper junction plate 1 and lower connecting plate 5, each module that consumes energy is equal
Including the first H profile steel 2, the second H profile steel 4 and U-shaped steel plate 3, wherein, the top flange of the first H profile steel 2 is connected with upper junction plate 1,
The lower flange of first H profile steel 2 is connected with the side of U-shaped steel plate 3, the top flange of the second H profile steel 4 and the opposite side of U-shaped steel plate 3
It is connected, the lower flange of the second H profile steel 4 is connected with lower connecting plate 5, and is provided with use on upper junction plate 1 and lower connecting plate 5
In the screwed hole of connection external equipment.
Between the top flange of first H profile steel 2 and upper junction plate 1, between the lower flange of the first H profile steel 2 and U-shaped steel plate 3,
Pass through height between the top flange of two H profile steels 4 and U-shaped steel plate 3 and between the lower flange of the second H profile steel 4 and lower connecting plate 5
Strength bolt is connected.
The quantity for the module that consumes energy is four, and four modules circumferentially equidistantly distributeds that consume energy；The upper screwed hole of upper junction plate 1
Number be four, the position and the position of the upper screwed hole of upper junction plate 1 that the top flange of the first H profile steel 2 is connected with upper junction plate 1
Put and be circumferentially interspersed；The number of the upper screwed hole of lower connecting plate 5 is four, lower flange and the lower connecting plate 5 of the second H profile steel 4
The position being connected and the position of the upper screwed hole of lower connecting plate 5 are circumferentially interspersed.
In practical application, determined according to the position that shear wall toe of wall and suspension column easily destroy under geological process reserved
Space and the size of damper, then burn-on respectively in the upper end and lower end of toe of wall and suspension column portion's junction steel plate and bottom connection steel
Plate, then will be connected between upper junction plate 1 and top junction steel plate by bolt, by lower connecting plate 5 and bottom junction steel plate it
Between be connected by bolt, you can realize installation of the present utility model.
During energy-dissipating and shock-absorbing, power consumption is realized by compressing U-shaped steel plate 3, can after U-shaped steel plate 3 is plastically deformed
To be removed, new U-shaped steel plate 3 is installed, you can convenient, fast, the efficient function of seismic resistance for recovering structure.
The utility model suitable for multi-rise building and steel construction, can solve steel reinforced concrete shear walls toe of wall with
And the typical damage problem of profile steel concrete column placement of foot.
Claims (5)
1. a kind of replaceable H, U-shaped mild steel combination of dampings device, it is characterised in that including upper junction plate (1), lower connecting plate (5)
And some power consumption modules, wherein, each module that consumes energy is located between upper junction plate (1) and lower connecting plate (5), and each module that consumes energy is wrapped
The first H profile steel (2), the second H profile steel (4) and U-shaped steel plate (3) are included, wherein, the top flange of the first H profile steel (2) and upper junction plate
(1) be connected, the lower flange of the first H profile steel (2) is connected with the side of U-shaped steel plate (3), the top flange of the second H profile steel (4) with
The opposite side of U-shaped steel plate (3) is connected, and the lower flange of the second H profile steel (4) is connected with lower connecting plate (5), and upper junction plate
(1) and on lower connecting plate (5) it is provided with the screwed hole for connecting external equipment.
2. replaceable H according to claim 1, U-shaped mild steel combination of dampings device, it is characterised in that the first H profile steel (2)
Top flange and upper junction plate (1) between, between the lower flange of the first H profile steel (2) and U-shaped steel plate (3), the second H profile steel (4)
Pass through high-strength spiral shell between top flange and U-shaped steel plate (3) and between the lower flange of the second H profile steel (4) and lower connecting plate (5)
Bolt is connected.
3. replaceable H according to claim 1, U-shaped mild steel combination of dampings device, it is characterised in that the number for the module that consumes energy
Measure as four, and four modules circumferentially equidistantly distributeds that consume energy.
4. replaceable H according to claim 1, U-shaped mild steel combination of dampings device, it is characterised in that on upper junction plate (1)
The number of screwed hole is four, the position and upper junction plate (1) that the top flange of the first H profile steel (2) is connected with upper junction plate (1)
The position of upper screwed hole is circumferentially interspersed.
5. replaceable H according to claim 1, U-shaped mild steel combination of dampings device, it is characterised in that on lower connecting plate (5)
The number of screwed hole is four, the position and lower connecting plate (5) that the lower flange of the second H profile steel (4) is connected with lower connecting plate (5)
The position of upper screwed hole is circumferentially interspersed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721233564.5U CN207211419U (en) | 2017-09-25 | 2017-09-25 | A kind of replaceable H, U-shaped mild steel combination of dampings device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721233564.5U CN207211419U (en) | 2017-09-25 | 2017-09-25 | A kind of replaceable H, U-shaped mild steel combination of dampings device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207211419U true CN207211419U (en) | 2018-04-10 |
Family
ID=61823013
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721233564.5U Expired - Fee Related CN207211419U (en) | 2017-09-25 | 2017-09-25 | A kind of replaceable H, U-shaped mild steel combination of dampings device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207211419U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403496A (en) * | 2018-12-17 | 2019-03-01 | 福州大学 | Rub mild steel composite buffer and its assembly 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 |
| CN112696074A (en) * | 2020-12-23 | 2021-04-23 | 东南大学 | Self-resetting steel structure beam column node capable of consuming energy in stages |
-
2017
- 2017-09-25 CN CN201721233564.5U patent/CN207211419U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403496A (en) * | 2018-12-17 | 2019-03-01 | 福州大学 | Rub mild steel composite buffer and its assembly method |
| CN109403496B (en) * | 2018-12-17 | 2023-09-15 | 福州大学 | Friction mild steel composite damper and assembly method thereof |
| CN109653392A (en) * | 2019-01-16 | 2019-04-19 | 西安建筑科技大学 | A kind of suspension column energy-consumption damper |
| CN112696074A (en) * | 2020-12-23 | 2021-04-23 | 东南大学 | Self-resetting steel structure beam column node capable of consuming energy in stages |
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Legal Events
| 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: 20180410 Termination date: 20200925 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |