CN205935281U - Building antidetonation is installation structure of roof beam attenuator even - Google Patents
Building antidetonation is installation structure of roof beam attenuator even Download PDFInfo
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- CN205935281U CN205935281U CN201620689234.6U CN201620689234U CN205935281U CN 205935281 U CN205935281 U CN 205935281U CN 201620689234 U CN201620689234 U CN 201620689234U CN 205935281 U CN205935281 U CN 205935281U
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- antivibrator
- attenuator
- pipeline
- building
- steel
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Abstract
The utility model discloses a building antidetonation is installation structure of roof beam attenuator even, including setting up the one or more attenuator in the middle of liang lianliang, the both sides of attenuator are equipped with a connecting device respectively, when being equipped with an attenuator the higher authority of attenuator with or below arranged a plurality of pipeline passageways respectively, when be equipped with the more than one attenuator, on the attenuator in the outside and or below arranged a plurality of pipeline passageways respectively, arranged a plurality of pipeline passageways in the space between adjacent attenuator. Through at the middle part of roof beam attenuator even, upper portion or lower part set up the pipeline passageway of a sizing, can be convenient let building structure's pipeline pass through to can not possess the building usage space. The purpose of whole structure the application of attenuator in building structure reaches the effect that energy dissipation shock attenuation attenuator, pipeline passageway and building structure unified at the minimize to realizing under former structure influence's the circumstances.
Description
Technical field
This utility model is related to antidetonation coupling beam damper device and in particular to a kind of installation of building aseismicity coupling beam antivibrator
Construction.
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.
At present, coupling beam type antivibrator progressively starts to start popularization and application in shear wall structure, and coupling beam type antivibrator is general
It is arranged in the coupling beam between two panels shear wall, such as in the coupling beam above passageway, past in the coupling beam position of setting coupling beam antivibrator
Toward being the position that pipeline passes through, therefore it is frequently encountered, during installing, the phenomenon that coupling beam antivibrator is conflicted with pipeline,
In this case the construction passing through special design one class coupling beam antivibrator plays meeting to the installation of coupling beam antivibrator and effect
There is greater significance.
Utility model content
This utility model aims to overcome that existing technology and convenience are not enough, proposes a kind of building aseismicity coupling beam damping
The installation constitution of device is it is intended to for not affecting building structure distribution of pipe after making increase coupling beam antivibrator, improve structural seismic energy
Increase convenience and the reliability of building structure while power.
This utility model is achieved through the following technical solutions：
A kind of installation constitution of building aseismicity coupling beam antivibrator, including the one or more dampings being arranged in the middle of two coupling beams
Device, described antivibrator be respectively provided on two sides with attachment means, when being provided with an antivibrator, above described antivibrator and
Or it is disposed with some pipeline passways separately below, when being provided with more than one antivibrator, above outermost antivibrator
And/or it is disposed with some pipeline passways separately below, it is disposed with some pipeline passways in the space between adjacent antivibrator.
Further, described antivibrator is shearing force type metal damper or flexural loading type metal damper.
Further, described attachment means are steel plate, I-steel, channel-section steel, dowel or crab-bolt, when attachment means be steel plate,
When I-steel or channel-section steel, described steel plate, I-steel or channel-section steel bolt are provided with peg, hole or notch.
Further, the side wall of described attachment means and antivibrator is integrally formed using welding or be bolted.
Design principle of the present utility model：The position conflicted with original structure cross pipe-line in antivibrator, by antivibrator
Construction treatment, for example pipeline can be allowed by an antivibrator is changed into multiple antivibrators to pass through passage, pipeline thus reserving
Passage can be arranged on middle part, top or the bottom of antivibrator.Meanwhile, the design to antivibrator should specially be designed it is considered to
Become the performance of energy consumption effect after multiple antivibrators, realize when pipeline passway passes through, not affecting the purpose of structural seismic performance.
Beneficial effect：By arranging a certain size hole in the middle part of coupling beam antivibrator, top or bottom, can facilitate
The pipeline of building structure that allows pass through, thus not occupying building to use space.Meanwhile, by the ginseng of appropriate design antivibrator
Number, it is ensured that the energy consumption effect of antivibrator, will not lead to the decline of energy consumption effect because of the setting of pipeline passway, whole construction
Purpose is to realize application in building structure for the antivibrator in the case of reducing on original structure impact as far as possible, reaches energy-dissipating and shock-absorbing
Antivibrator, the pipeline passway effect integrated with building structure.
Brief description
Fig. 1 is a kind of structural representation of one embodiment of installation constitution of this utility model building aseismicity coupling beam antivibrator
Figure.
Fig. 2 is a kind of structural representation of another embodiment of installation constitution of this utility model building aseismicity coupling beam antivibrator
Figure.
Fig. 3 is a kind of structural representation of the installation constitution further embodiment of this utility model building aseismicity coupling beam antivibrator
Figure.
The each symbology of in figure：1. shear wall；2. coupling beam；3. floor；4. antivibrator；5. attachment means；6. pipeline passway；
7. ribbed stiffener.
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, in figure includes two antivibrators 4, antivibrator 4 is shearing force type metal damper or flexural loading
Type metal damper.It is provided with three pipeline passways 6, two antivibrators 4 in space between superposed antivibrator 4 and floor 3
Between be provided with three pipeline passways 6, pipeline passway 6 be corrosion resistant soft pipe.
In the middle of two coupling beams 2, two coupling beams 2 connect a shear wall 1 to two antivibrators 4 respectively.Two antivibrators 4
The left and right sides connects attachment means 5 respectively, and attachment means 5 or are bolted into using welding with the side wall of antivibrator 4
It is integrated.
Attachment means 5 can be steel plate, I-steel, channel-section steel, dowel or crab-bolt, when attachment means 5 be steel plate, I-shaped
When steel or channel-section steel, steel plate, I-steel or channel-section steel bolt are provided with peg, hole or notch.
As shown in Fig. 2 in figure includes an antivibrator 4, antivibrator 4 is shearing force type metal damper or flexural loading
Type metal damper.It is provided with three pipeline passways 6, antivibrator 4 is arranged below six in space between antivibrator 4 and floor 3
Pipeline passway 6,6 points of two rows of six pipeline passways show, often arrange as three.Pipeline passway 6 is corrosion resistant soft pipe.
As shown in figure 3, in figure includes an antivibrator 4, antivibrator 4 is shearing force type metal damper or flexural loading
Type metal damper.It is respectively provided on two sides with ribbed stiffener 7 before and after antivibrator 4, in the space between antivibrator 4 and floor 3, be provided with ten
Two pipeline passways 6, antivibrator 4 is arranged below 12 pipeline passways 6, and the above and below pipeline passway 6 of antivibrator 4 is respectively
Divide two rows to show, often arrange as six.Pipeline passway 6 is corrosion resistant soft pipe.
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 (4)
1. a kind of installation constitution of building aseismicity coupling beam antivibrator is it is characterised in that include being arranged in the middle of two coupling beams
Or multiple antivibrator, described antivibrator be respectively provided on two sides with attachment means, when being provided with an antivibrator, in described damping
Above device and/or separately below it is disposed with some pipeline passways, when being provided with more than one antivibrator, in outermost resistance
Above Buddhist nun's device and/or separately below it is disposed with some pipeline passways, be disposed with some in the space between adjacent antivibrator
Pipeline passway.
2. a kind of installation constitution of building aseismicity coupling beam antivibrator according to claim 1 is it is characterised in that described resistance
Buddhist nun's device is shearing force type metal damper or flexural loading type metal damper.
3. a kind of installation constitution of building aseismicity coupling beam antivibrator according to claim 1 is it is characterised in that described connection
Device is steel plate, I-steel, channel-section steel, dowel or crab-bolt, when attachment means be steel plate, I-steel or during channel-section steel, described steel
Plate, I-steel or channel-section steel bolt are provided with peg, hole or notch.
4. a kind of installation constitution of building aseismicity coupling beam antivibrator according to claim 1 is it is characterised in that described connection
The side wall of device and antivibrator is integrally formed using welding or be bolted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620689234.6U CN205935281U (en) | 2016-07-01 | 2016-07-01 | Building antidetonation is installation structure of roof beam attenuator even |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620689234.6U CN205935281U (en) | 2016-07-01 | 2016-07-01 | Building antidetonation is installation structure of roof beam attenuator even |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205935281U true CN205935281U (en) | 2017-02-08 |
Family
ID=57931272
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620689234.6U Expired - Fee Related CN205935281U (en) | 2016-07-01 | 2016-07-01 | Building antidetonation is installation structure of roof beam attenuator even |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205935281U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971145A (en) * | 2016-07-01 | 2016-09-28 | 上海赛弗工程减震技术有限公司 | Mounting structure of anti-seismic coupling-beam damper of building |
| 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 |
-
2016
- 2016-07-01 CN CN201620689234.6U patent/CN205935281U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971145A (en) * | 2016-07-01 | 2016-09-28 | 上海赛弗工程减震技术有限公司 | Mounting structure of anti-seismic coupling-beam damper of building |
| 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 |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170208 Termination date: 20170701 |