CN205935282U - Novel energy dissipation attenuator - Google Patents
Novel energy dissipation attenuator Download PDFInfo
- Publication number
- CN205935282U CN205935282U CN201620689257.7U CN201620689257U CN205935282U CN 205935282 U CN205935282 U CN 205935282U CN 201620689257 U CN201620689257 U CN 201620689257U CN 205935282 U CN205935282 U CN 205935282U
- Authority
- CN
- China
- Prior art keywords
- antivibrator
- attenuator
- energy dissipation
- latch device
- clamping apparatus
- Prior art date
- 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.)
- Expired - Fee Related
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a novel energy dissipation attenuator, a serial communication port, including an attenuator, the each side of this an attenuator connection attenuator bottom plate, a latch device is connected in the outside of attenuator bottom plate, and this latch device be a U type trough - shaped structure, this latch device's the bottom outside and the attenuator bottom plate links together, the inboard equipartition of latch device has reinforcing adapting unit. Beneficial effect: the utility model relates to a novel energy dissipation attenuator device, direct with the latch device card on the shear force wall of major structure or shear force wall even roof beam, the mass production that can mechanize, easy to assemble again, save time, in addition, the reinforcing adapting unit of latch device's U type inslot has strengthened the even fastness between the roof beam of latch device and shear force wall or shear force wall.
Description
Technical field
This utility model is related to building structure energy-consumption shock-absorption device and in particular to a kind of new energy dissipation damper.
Background technology
Earthquake is a kind of unavoidable natural disaster of human society, the casualties that earthquake causes and the big portion of economic loss
Divide and come from building collapsing.Therefore countries in the world all are being devoted to carrying out earthquake resistant engineering mitigation work, are devoted to improving and build work
The level of providing fortification against earthquakes of journey, improves the shock resistance of construction project.
The energy-dissipating and shock-absorbing of building structure refers to arrange suitable energy dissipation component in building structure, and energy dissipation component can be by consuming energy
The supporting members such as damping device, body of wall, beam or node form.The principle of energy-dissipating support is to increase damping and the rigidity of structure, subtracts
Earthquake response caused by few geological process.Additionally, when agent structure produces interlayer lateral displacement, energy-dissipating support is by stress simultaneously
Energy dissipating, thus reinforcing and protecting agent structure of hypodynamic frame column can be avoided antidetonation is carried, rational energy-dissipating support construction
It is to improve one of key of anti-seismic performance.
In prior art, it is to be connected by connecting key or steel plate between antivibrator and agent structure, this requires building
Build and during construction, connecting key or steel plate are first nuzzled in agent structure in advance, but this structure connection construction trouble, built-in fitting and master
" fight " phenomenon often occurs between the reinforcing bar of body structure, installation difficulty can be caused, this utility model passes through in antivibrator
Two ends arrange the attachment means of two U-shapeds, it is to avoid the mode that is connected with agent structure by way of built-in fitting, construct more
Convenient, connect relatively reliable.
Utility model content
This utility model aims to overcome that existing technical deficiency, proposes a kind of new energy dissipation damper, by
The two ends of antivibrator arrange the attachment means of two U-shapeds, it is to avoid the way of setting built-in fitting, need not be internal pre-buried in agent structure
Any part, easy construction, dependable performance.
This utility model is achieved through the following technical solutions：
A kind of new energy dissipation damper, including an antivibrator, each side connection one antivibrator bottom of this antivibrator
Plate, the outside of described antivibrator base plate connects clamping apparatus, and this clamping apparatus is a U-shaped groove-like structure, this clamping apparatus
Bottom outside and described antivibrator base plate link together, and are evenly equipped with enhancing connection member inside described clamping apparatus.
Preferably, described antivibrator is shearing-type metal antivibrator or flexure type metal damper.
Preferably, it is attached using welding or bolt connection between described antivibrator base plate and clamping apparatus.
Preferably, the surface that described clamping apparatus are connected with agent structure is provided with enhancing connection member.
Preferably, described enhancing connection member is peg, reinforcing bar or pin key.
Design principle of the present utility model：Now in the art, when installing antivibrator in the agent structure of building, need
Connection member is nuzzled in agent structure in advance, then links together with antivibrator again, this way construction trouble, built-in fitting
" fight " phenomenon often occurs and the reinforcing bar of agent structure between, installation difficulty can be caused.The technical program, using in damping
The outside of device base plate is each to arrange clamping apparatus, this clamping apparatus is directly clamped among on agent structure wall, then casting concrete,
Product and original structure is finally made to form entirety.In order to strengthen connecting, it is provided with enhancing connection member in the U-type groove of clamping apparatus,
So antivibrator can link together with agent structure wall securely very much.
Beneficial effect：Clamping apparatus are directly stuck in agent structure by a kind of new energy dissipation damper of this utility model
On shear wall or Shear-wall Connecting Beam Used, mechanization production in enormous quantities can be carried out, convenient installation, saves man-hour again；In addition, clamping dress
Enhancing connection member in the U-type groove put, enhances the fastness between clamping apparatus and shear wall or Shear-wall Connecting Beam Used.
Brief description
Fig. 1 is a kind of basic structure schematic diagram of energy dissipation damper of this utility model.
Fig. 2 is the profile in Fig. 1 along line A-A；
Fig. 3 is the profile in Fig. 1 along line B-B；
Fig. 4 is a kind of a kind of structural representation of energy dissipation damper of this utility model；
Fig. 5 is the profile in Fig. 4 along line C-C；
Fig. 6 is the profile in Fig. 4 along line D-D；
Fig. 7 is a kind of a kind of installation constitution structural representation of energy dissipation damper of this utility model；
Fig. 8 is the profile in Fig. 7 along E-E line；
Fig. 9 is a kind of another kind of installation constitution structural representation of energy dissipation damper of this utility model；
Figure 10 is the profile in Fig. 9 along F-F line.
The each symbology of in figure：1. antivibrator；11. ribbed stiffeners；2. antivibrator base plate；3. clamping apparatus；4. strengthen and connect
Part；5. shear wall；6. Shear-wall Connecting Beam Used.
Specific embodiment
Below in conjunction with the accompanying drawings embodiment of the present utility model is elaborated：The present embodiment is with this utility model technology
Implemented under premised on scheme, given detailed embodiment and specific operating process, but protection of the present utility model
Scope is not limited to following embodiments.
Embodiment：
As shown in Figure 1, 2, 3, in figure includes antivibrator 1, each side connection one antivibrator base plate 2 of this antivibrator 1,
The outside of antivibrator base plate 2 connects clamping apparatus 3, and this clamping apparatus 3 is a U-shaped groove-like structure, the bottom of this clamping apparatus 3
Outside and antivibrator base plate 2 weld together, and be evenly equipped with enhancing connection member 4, strengthen connection member 4 inside described clamping apparatus
For peg, reinforcing bar or pin key.
As shown in Figure 4,5, 6, the side wall of in figure antivibrator 1 is provided with ribbed stiffener 11, sets on a side wall of antivibrator 1
There are two transverse stiffeners 11, be parallel to each other between this two transverse stiffeners 11；Another side wall of antivibrator 1 is provided with
Article two, vertical ribbed stiffener 11, is parallel to each other between this two vertical ribbed stiffeners 11.Vertical between antivibrator base plate 2 and antivibrator 1
Weld together.The bottom of clamping apparatus 3 and antivibrator base plate 2 overlap weld together.
As shown in Figure 7,8, antivibrator 1 is arranged between two Shear-wall Connecting Beam Useds 6, Shear-wall Connecting Beam Used 6 and shear wall 5
Link together.The clamping apparatus 3 of antivibrator 1 one end are stuck in one end of Shear-wall Connecting Beam Used 6, the clamping dress of antivibrator 1 other end
Put 3 one end being stuck in another Shear-wall Connecting Beam Used 6.It is provided with enhancing connection member 4 inside clamping apparatus 3, pour toward in clamping apparatus 3
Build cement mortar or concrete material, so that antivibrator 1 is securely seated between two Shear-wall Connecting Beam Useds 6.
As shown in Fig. 9,10, antivibrator 1 is arranged between two shear walls 5.The clamping apparatus 3 of antivibrator 1 one end block
In one end of shear wall 5, the clamping apparatus 3 of antivibrator 1 other end are stuck in one end of another shear wall 5.Inside clamping apparatus 3
It is provided with enhancing connection member 4, toward the inner joints cement mortar of clamping apparatus 3 or concrete material, so that antivibrator 1 is securely seated between
Between two shear walls 5.
Of the present utility model ultimate principle and principal character and of the present utility model advantage have been shown and described above.One's own profession
The technical staff of industry it should be appreciated that this utility model is not restricted to the described embodiments, described in above-described embodiment and description
Principle of the present utility model is simply described, on the premise of without departing from this utility model spirit and scope, this utility model is also
Have various changes and modifications, these changes and improvements both fall within the range of claimed this utility model.This utility model
Claimed scope is by appending claims and its equivalent thereof.
Claims (5)
1. a kind of new energy dissipation damper is it is characterised in that include an antivibrator, each side connection one of this antivibrator
Antivibrator base plate, the outside of described antivibrator base plate connects clamping apparatus, and this clamping apparatus is a U-shaped groove-like structure, this card
The bottom outside of connection device and described antivibrator base plate link together, and are evenly equipped with enhancing connecting portion inside described clamping apparatus
Part.
2. a kind of new energy dissipation damper according to claim 1 is it is characterised in that described antivibrator is shearing-type
Metal damper or flexure type metal damper.
3. a kind of new energy dissipation damper according to claim 1 is it is characterised in that described antivibrator base plate and card
It is attached using welding or bolt connection between connection device.
4. a kind of new energy dissipation damper according to claim 1 is it is characterised in that described clamping apparatus and main body
The surface that structure connects is provided with enhancing connection member.
5. a kind of new energy dissipation damper according to claim 4 is it is characterised in that described enhancing connection member is bolt
Nail, reinforcing bar or pin key.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620689257.7U CN205935282U (en) | 2016-07-01 | 2016-07-01 | Novel energy dissipation attenuator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620689257.7U CN205935282U (en) | 2016-07-01 | 2016-07-01 | Novel energy dissipation attenuator |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205935282U true CN205935282U (en) | 2017-02-08 |
Family
ID=57930521
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620689257.7U Expired - Fee Related CN205935282U (en) | 2016-07-01 | 2016-07-01 | Novel energy dissipation attenuator |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205935282U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971146A (en) * | 2016-07-01 | 2016-09-28 | 上海赛弗工程减震技术有限公司 | Novel energy dissipation damper |
| CN111926936A (en) * | 2020-08-10 | 2020-11-13 | 上海赛弗工程减震技术有限公司 | Metal main body energy dissipation metal plate with restraint device and stiffening ribs |
| CN112814204A (en) * | 2021-02-18 | 2021-05-18 | 海南大学 | Energy dissipation type prefabricated assembly type shear wall and construction method thereof |
-
2016
- 2016-07-01 CN CN201620689257.7U patent/CN205935282U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971146A (en) * | 2016-07-01 | 2016-09-28 | 上海赛弗工程减震技术有限公司 | Novel energy dissipation damper |
| CN111926936A (en) * | 2020-08-10 | 2020-11-13 | 上海赛弗工程减震技术有限公司 | Metal main body energy dissipation metal plate with restraint device and stiffening ribs |
| CN112814204A (en) * | 2021-02-18 | 2021-05-18 | 海南大学 | Energy dissipation type prefabricated assembly type shear wall and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204252286U (en) | A kind of rectangular steel-tube concrete column-steel beam connecting joint | |
| CN205935282U (en) | Novel energy dissipation attenuator | |
| CN209538693U (en) | A kind of template single side bracing | |
| CN207620476U (en) | A kind of waveform soft steel shearing damper and frame column | |
| CN105971146A (en) | Novel energy dissipation damper | |
| CN111911205A (en) | Coal mining roadway supporting device with damping and buffering effects | |
| CN110042745A (en) | Antidetonation bridge pier component | |
| CN206245479U (en) | A kind of equivalent wall unit of composite steel tunnel support | |
| CN206360399U (en) | The existing reinforced concrete coupling beam bracing means of one species " doubly-linked beam " | |
| CN210238788U (en) | Stable form assembled steel construction building | |
| CN209413027U (en) | A kind of building Vierendeel girder | |
| CN204826283U (en) | Honeycomb formula space reinforcing bar arrangement form concrete antiknock wallboard | |
| CN208183770U (en) | A kind of hydraulic engineering slope protection net fixing piece | |
| CN204152527U (en) | The combined type preliminary bracing system of wall multiple-arch tunnel in implicit expression | |
| CN207453259U (en) | A kind of coupling beam construction between shear wall structure wall limb | |
| CN205382563U (en) | Steel structure support frame | |
| CN215484840U (en) | Wall body reinforced structure that combats earthquake | |
| CN213204451U (en) | Buckling restrained brace concrete frame structure | |
| CN209245481U (en) | A kind of concrete delivery pump pipe angle turning tool formula fixed structure | |
| CN209958495U (en) | Supporting structure of archaize building | |
| CN207063676U (en) | Swing suspension column | |
| CN215594833U (en) | Assembly type prefabricated floating window position protection platform connected by U-shaped channel steel | |
| CN107012954A (en) | A kind of new steel-structure factory building | |
| CN107965050A (en) | A kind of reinforcement type bean column node and its installation method | |
| CN211006399U (en) | Road and bridge crack reinforced structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170208 Termination date: 20170701 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |