CN207776137U - A kind of building structure aseismatic damper - Google Patents
A kind of building structure aseismatic damper Download PDFInfo
- Publication number
- CN207776137U CN207776137U CN201721572194.8U CN201721572194U CN207776137U CN 207776137 U CN207776137 U CN 207776137U CN 201721572194 U CN201721572194 U CN 201721572194U CN 207776137 U CN207776137 U CN 207776137U
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- China
- Prior art keywords
- steel plate
- supporting
- embedded
- building structure
- supporting steel
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- 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.)
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 95
- 239000010959 steel Substances 0.000 claims abstract description 95
- 229920001971 elastomer Polymers 0.000 claims abstract description 32
- 239000005060 rubber Substances 0.000 claims abstract description 32
- 229910001209 Low-carbon steel Inorganic materials 0.000 claims abstract description 17
- 230000000703 anti-shock Effects 0.000 claims abstract description 15
- 239000011241 protective layer Substances 0.000 claims abstract description 9
- 230000000694 effects Effects 0.000 abstract description 8
- 230000035939 shock Effects 0.000 abstract description 8
- 238000013016 damping Methods 0.000 abstract description 3
- 230000003139 buffering effect Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000005265 energy consumption Methods 0.000 description 3
- 230000032683 aging Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The utility model discloses a kind of building structure aseismatic dampers, including wallboard, antishock device and the first supporting steel plate, crossbeam is equipped on the right side of the panel tops, the crossbeam center bottom is equipped with the first supporting steel plate, pre-embedded steel slab is equipped at the top of first supporting steel plate, embedded bar is equipped at the top of the pre-embedded steel slab, first supporting steel plate bottom is equipped with mild steel piece, the mild steel piece shares eight groups, the mild steel piece other end is connect with the second supporting steel plate, antishock device is equipped in first supporting steel plate and the second supporting steel plate, the antishock device includes upper steel plate, rubber protective layer and lower steel plate, it is equipped with supporting rod at left and right sides of second supporting steel plate bottom.The utility model is equipped with crash roll by supporting rod bottom, can play the role of damping, be deformed upon when avoiding supporting rod by significant shock, influence support effect, more practical, is suitble to be widely popularized and use.
Description
Technical field
The utility model is related to a kind of anti-seismic damper, more particularly to a kind of building structure aseismatic damper.
Background technology
Currently, with the fast development of Urbanization in China, along with increasingly diversified requirement, large amount of complex
Build tall and super tall R.C. buidings continue to bring out, this brings Aseismic Design new huge challenge --- and building structure removes
It is required to meet bearing capacity calculation requirement, also wants the design object that can realize performance-based.In this case, tradition is pressed
Structural arrangement form, the design sections of the components such as beam, column must be very big, but dead load namely earthquake can be caused anti-in this way
It should increase；Additionally it is there are one important contradiction, after traditional structure undergoes earthquake shock, is fallen even if entirety does not occur
It collapses, the reparation cost of the components such as beam, column will also tend to very high, and the normal use of building structure can be affected.Therefore,
It is proposed that a kind of building structure aseismatic damper.
Utility model content
The main purpose of the utility model is to provide a kind of building structure aseismatic dampers, are equipped with by supporting rod bottom
Crash roll can play the role of damping, deformed upon when avoiding supporting rod by significant shock, influence support effect, passed through
It is equipped with mild steel piece in first supporting steel plate and the second supporting steel plate, surrender can be bent when being given a shock and is consumed energy, favorably
In the effect for improving antidetonation, inside is equipped with by being equipped in inner rubber and two adjacent groups inner rubber in upper steel plate and lower steel plate
Steel plate, can be in vibrations into row buffering and energy consumption, and energy-absorbing effect is good and antidetonation is efficient, on the outside of upper steel plate and lower steel plate
Equipped with rubber protective layer, inner rubber can be protected, be conducive to the service life for improving inner rubber, avoid internal rubber
Aging phenomenon occurs for glue, can effectively solve the problems in background technology.
To achieve the above object, the technical solution that the utility model is taken is：
A kind of building structure aseismatic damper, including wallboard, antishock device and the first supporting steel plate, the panel tops are right
Side is equipped with crossbeam, and the crossbeam center bottom is equipped with the first supporting steel plate, pre-embedded steel slab is equipped at the top of first supporting steel plate,
Embedded bar is equipped at the top of the pre-embedded steel slab, first supporting steel plate bottom is equipped with mild steel piece, and the mild steel piece shares eight
Group, the mild steel piece other end are connect with the second supporting steel plate, are equipped in first supporting steel plate and the second supporting steel plate anti-
Device is shaken, the antishock device includes upper steel plate, rubber protective layer and lower steel plate, second supporting steel plate bottom left and right sides
It is equipped with supporting rod.
Further, the embedded bar share three groups and three groups of embedded bars be located at pre-embedded steel slab top left side,
Middle part and right side, the pre-embedded steel slab are connect by embedded bar with crossbeam.
Further, the upper steel plate is equipped with inner rubber, the upper steel plate and lower steel plate outside is equipped in lower steel plate
Rubber protective layer.
Further, the inner rubber, which shares, is equipped with internal steel plate in four groups and two adjacent groups inner rubber.
Further, the supporting rod other end is connect with wallboard bottom, and the supporting rod bottom is equipped with crash roll.
Compared with prior art, the utility model has the advantages that：
1. the building structure aseismatic damper of the utility model is equipped with crash roll by supporting rod bottom, can play and subtract
The effect of shake deforms upon when avoiding supporting rod by significant shock, influences support effect.
2. the building structure aseismatic damper of the utility model, by being equipped in the first supporting steel plate and the second supporting steel plate
Mild steel piece can be bent surrender when being given a shock and consume energy, and be conducive to the effect for improving antidetonation.
3. the building structure aseismatic damper of the utility model, by upper steel plate with inner rubber and phase are equipped in lower steel plate
It is equipped with internal steel plate in adjacent two groups of inner rubbers, can be in vibrations into row buffering and energy consumption, energy-absorbing effect is good and antidetonation efficiency
It is high.
4. the building structure aseismatic damper of the utility model is protected by being equipped with rubber on the outside of upper steel plate and lower steel plate
Layer, can protect inner rubber, be conducive to the service life for improving inner rubber, avoid inner rubber that aging occurs existing
As.
Description of the drawings
Fig. 1 is the overall structure diagram of the utility model building structure aseismatic damper；
Fig. 2 is the embedded bar and pre-embedded steel slab attachment structure schematic diagram of the utility model building structure aseismatic damper；
Fig. 3 is the antishock device internal structure schematic diagram of the utility model building structure aseismatic damper.
In figure：1, wallboard；2, crash roll；3, supporting rod；4, mild steel piece；5, the first supporting steel plate；6, antishock device；7, horizontal
Beam；8, the second supporting steel plate；9, embedded bar；10, rubber protective layer；11, lower steel plate；12, inner rubber；13, internal steel plate；
14, upper steel plate；15, pre-embedded steel slab.
Specific implementation mode
To make the technical means, creative features, achievement of purpose, and effectiveness of the utility model be easy to understand, below
In conjunction with specific implementation mode, the utility model is expanded on further.
As shown in Figs. 1-3, a kind of building structure aseismatic damper, including wallboard 1, antishock device 6 and the first supporting steel plate
5,1 top right side of the wallboard is equipped with crossbeam 7, and 7 center bottom of the crossbeam is equipped with the first supporting steel plate 5, first support
5 top of steel plate is equipped with pre-embedded steel slab 15, and 15 top of the pre-embedded steel slab is equipped with embedded bar 9,5 bottom of the first supporting steel plate
Equipped with mild steel piece 4, the mild steel piece 4 shares eight groups, and 4 other end of mild steel piece is connect with the second supporting steel plate 8, and described first
Antishock device 6 is equipped in supporting steel plate 5 and the second supporting steel plate 8, the antishock device 6 includes upper steel plate 14, rubber protective layer
10 and lower steel plate 11, supporting rod 3 is equipped at left and right sides of 8 bottom of the second supporting steel plate.
Wherein, the embedded bar 9 share three groups and three groups of embedded bars 9 be located at 15 top left side of pre-embedded steel slab,
Middle part and right side, the pre-embedded steel slab 15 are connect by embedded bar 9 with crossbeam 7.
Wherein, be equipped with inner rubber 12 in the upper steel plate 14 and lower steel plate 11, the upper steel plate 14 with outside lower steel plate 11
Side is equipped with rubber protective layer 10, can protect inner rubber 12.
Wherein, the inner rubber 12, which shares, is equipped with internal steel plate 13 in four groups and two adjacent groups inner rubber 12.
Wherein, 3 other end of the supporting rod is connect with 1 bottom of wallboard, and 3 bottom of the supporting rod is equipped with crash roll 2, avoids
Supporting rod 3, which is given a shock, to be deformed upon.
Operation principle：In use, by embedded bar 9 and pre-embedded steel slab 15 by the first supporting steel plate 5 and the second supporting steel
Plate 8 is mounted on 7 bottom of crossbeam, and when being given a shock, the first supporting steel plate 5 moves downward, and is carried out to mild steel piece 4 and antishock device 6
Squeeze, after mild steel 4 is squeezed bending surrender consumes energy, after antishock device 6 is squeezed, by inner rubber 12 and interior
Portion's steel plate 13 is into row buffering and energy consumption, to building additional stiffness and damping.
The advantages of basic principles and main features and the utility model of the utility model have been shown and described above.One's own profession
The technical staff of industry is it should be appreciated that the present utility model is not limited to the above embodiments, described in above embodiments and description
Only illustrate the principles of the present invention, on the premise of not departing from the spirit and scope of the utility model, the utility model is also
It will have various changes and improvements, these various changes and improvements fall within the scope of the claimed invention.The utility model
Claimed range is defined by the appending claims and its equivalent thereof.
Claims (5)
1. a kind of building structure aseismatic damper, including wallboard (1), antishock device (6) and the first supporting steel plate (5), feature
It is：Wallboard (1) top right side is equipped with crossbeam (7), and crossbeam (7) center bottom is equipped with the first supporting steel plate (5), institute
It states and is equipped with pre-embedded steel slab (15) at the top of the first supporting steel plate (5), embedded bar (9), institute are equipped at the top of the pre-embedded steel slab (15)
It states the first supporting steel plate (5) bottom and is equipped with mild steel piece (4), the mild steel piece (4) shares eight groups, mild steel piece (4) other end
It is connect with the second supporting steel plate (8), antishock device (6) is equipped in first supporting steel plate (5) and the second supporting steel plate (8),
The antishock device (6) includes upper steel plate (14), rubber protective layer (10) and lower steel plate (11), second supporting steel plate (8)
It is equipped with supporting rod (3) at left and right sides of bottom.
2. building structure aseismatic damper according to claim 1, it is characterised in that：The embedded bar (9) shares three
Group and three groups of embedded bars (9) are located at pre-embedded steel slab (15) top left side, middle part and right side, and the pre-embedded steel slab (15) is logical
Embedded bar (9) is crossed to connect with crossbeam (7).
3. building structure aseismatic damper according to claim 1, it is characterised in that：The upper steel plate (14) and lower steel plate
(11) inner rubber (12) is equipped in, the upper steel plate (14) is equipped with rubber protective layer (10) with lower steel plate (11) outside.
4. building structure aseismatic damper according to claim 3, it is characterised in that：The inner rubber (12) shares four
Internal steel plate (13) is equipped in group and two adjacent groups inner rubber (12).
5. building structure aseismatic damper according to claim 1, it is characterised in that：Supporting rod (3) other end with
Wallboard (1) bottom connects, and supporting rod (3) bottom is equipped with crash roll (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721572194.8U CN207776137U (en) | 2017-11-22 | 2017-11-22 | A kind of building structure aseismatic damper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721572194.8U CN207776137U (en) | 2017-11-22 | 2017-11-22 | A kind of building structure aseismatic damper |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207776137U true CN207776137U (en) | 2018-08-28 |
Family
ID=63233522
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721572194.8U Expired - Fee Related CN207776137U (en) | 2017-11-22 | 2017-11-22 | A kind of building structure aseismatic damper |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207776137U (en) |
-
2017
- 2017-11-22 CN CN201721572194.8U patent/CN207776137U/en not_active Expired - Fee Related
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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: 20180828 Termination date: 20181122 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |