CN105971145A - Mounting structure of anti-seismic coupling-beam damper of building - Google Patents
Mounting structure of anti-seismic coupling-beam damper of building Download PDFInfo
- Publication number
- CN105971145A CN105971145A CN201610514603.2A CN201610514603A CN105971145A CN 105971145 A CN105971145 A CN 105971145A CN 201610514603 A CN201610514603 A CN 201610514603A CN 105971145 A CN105971145 A CN 105971145A
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- China
- Prior art keywords
- antivibrator
- damper
- building
- steel
- pipeline
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a mounting structure of an anti-seismic coupling-beam damper of a building. The mounting structure comprises one or more dampers arranged between two coupling beams, and one connecting device is arranged on each of two sides of each damper; when one damper is arranged, a plurality of pipeline channels are arranged above and/or below the damper respectively; when more than one damper is arranged, a plurality of pipeline channels are arranged above and/or below the damper on the outermost side, and a plurality of pipeline channels are arranged in space between the adjacent dampers. The pipeline channels with certain sizes are arranged in the middle, at the upper part or at the lower part of the coupling-beam damper, accordingly, pipelines of a building structure can conveniently pass, and no use space of the building can be occupied. The design purpose of the whole structure is to apply the damper in the building structure under the condition that an original structure is affected as little as possible and realize the integrated effect of an energy dissipation damper, the pipeline channels and the building structure.
Description
Technical field
The present invention relates to antidetonation coupling beam damper device, be specifically related to a kind of building aseismicity coupling beam resistance
The installation constitution of Buddhist nun's device.
Background technology
Earthquake is the unavoidable a kind of natural disaster of human society, the casualties that earthquake causes
Building collapsing is come from economic loss major part.Therefore work is all carried out being devoted in countries in the world
Journey quake evaluation works, and is devoted to improve the level of providing fortification against earthquakes of construction project, improves and build work
The shock resistance of journey.
The energy-dissipating and shock-absorbing of building structure refers to arrange suitable energy dissipation component in building structure, disappears
Can be made up of supporting members such as energy-consumption shock-absorption device, body of wall, beam or nodes by parts.Energy dissipating is propped up
The principle of support is to increase damping and the rigidity of structure, reduces the earthquake caused by geological process anti-
Should.Additionally, when agent structure produce interlayer lateral displacement time, energy-dissipating support by stress energy dissipating,
Thus can avoid antidetonation being carried the reinforcing of hypodynamic frame column and protecting agent structure, reasonably
Energy-dissipating support structure is one of key improving anti-seismic performance.
At present, coupling beam type antivibrator progressively starts to start popularization and application in shear wall structure, even
Beam type antivibrator is generally located in the coupling beam between two panels shear wall, such as the coupling beam above passageway
In, it is often the position that pipeline passes through in the coupling beam position arranging coupling beam antivibrator, therefore in peace
The phenomenon that coupling beam antivibrator conflicts it is frequently encountered with pipeline, in this case during dress
By the structure of specialized designs one class coupling beam antivibrator to the installation of coupling beam antivibrator and effect
Fruit plays and has greater significance.
Summary of the invention
Present invention aim to overcome that existing technology and convenience are not enough, propose one building anti-
The installation constitution of shake coupling beam antivibrator, it is intended to for not affecting building knot after making increase coupling beam antivibrator
Structure distribution of pipe, improve increase while structural seismic capacity building structure convenience and can
By degree.
The present invention is achieved by the following technical solutions:
The installation constitution of a kind of building aseismicity coupling beam antivibrator, including being arranged in the middle of two coupling beams
One or more antivibrators, described antivibrator be respectively provided on two sides with an attachment means, when being provided with
During one antivibrator, if on described antivibrator and or be disposed with separately below trunk pipeline lead to
Road, when being provided with more than one antivibrator, on outermost antivibrator and or below
It is respectively disposed with some pipeline passways, is disposed with some in the space between adjacent antivibrator
Pipeline passway.
Further, described antivibrator is for shearing force type metal damper or flexural loading type gold
Belong to antivibrator.
Further, described attachment means is steel plate, I-steel, channel-section steel, dowel or crab-bolt,
When attachment means is steel plate, I-steel or channel-section steel, described steel plate, I-steel or channel-section steel
Bolt is provided with peg, hole or notch.
Further, described attachment means uses with the sidewall of antivibrator and welds or be bolted
It is integrally forming.
The design principle of the present invention: the position conflicted with original structure cross pipe-line at antivibrator, logical
Cross the Construction treatment to antivibrator, such as by an antivibrator is become multiple antivibrator thus
Reserving and pipeline can be allowed to pass through passage, pipeline passway can be arranged on the middle part of antivibrator, top
Or bottom.Meanwhile, the design to antivibrator should carry out specialized designs, it is considered to becomes multiple damping
The performance of energy consumption effect after device, it is achieved do not affect the mesh of structural seismic performance when pipeline passway passes
's.
Beneficial effect: by arranging a certain size in the middle part of coupling beam antivibrator, top or bottom
Hole, in that context it may be convenient to allow the pipeline of building structure pass through, from without occupy building use
Space.Meanwhile, by the parameter of appropriate design antivibrator, it is ensured that the energy consumption effect of antivibrator,
Will not cause the decline of energy consumption effect because of the setting of pipeline passway, the purpose of whole structure is
In the case of reducing original structure impact, realize antivibrator application in building structure as far as possible,
Reach the effect that energy-dissipation shock-absorbing damp, pipeline passway are integrated with building structure.
Accompanying drawing explanation
Fig. 1 is one embodiment of installation constitution of the present invention a kind of building aseismicity coupling beam antivibrator
Structural representation.
Fig. 2 is another enforcement of installation constitution of the present invention a kind of building aseismicity coupling beam antivibrator
The structural representation of example.
Fig. 3 is another enforcement of installation constitution of the present invention a kind of building aseismicity coupling beam antivibrator
The structural representation of example.
Each symbology in figure: 1. shear wall；2. coupling beam；3. floor；4. antivibrator；
5. attachment means；6. pipeline passway；7. ribbed stiffener.
Detailed description of the invention
Below in conjunction with the accompanying drawings embodiments of the invention are elaborated: the present embodiment is with this
Implement under premised on bright technical scheme, give detailed embodiment and concrete operation
Process, but protection scope of the present invention is not limited to following embodiment.
Embodiment:
As it is shown in figure 1, figure includes two antivibrators 4, antivibrator 4 is for shearing force type gold
Belong to antivibrator or flexural loading type metal damper.Superposed antivibrator 4 and floor 3 it
Between space in be provided with three pipeline passways 6, be provided with three pipeline passways between two antivibrators 4
6, pipeline passway 6 is corrosion resistant soft pipe.
Two antivibrators 4 are located in the middle of two coupling beams 2, and two coupling beams 2 connect a shearing respectively
Wall 1.The left and right sides of two antivibrators 4 connects an attachment means 5, attachment means 5 respectively
Use to weld or be bolted with the sidewall of antivibrator 4 and be integrally forming.
Attachment means 5 can be steel plate, I-steel, channel-section steel, dowel or crab-bolt, works as connection
When device 5 is steel plate, I-steel or channel-section steel, steel plate, I-steel or channel-section steel bolt set
There are peg, hole or notch.
As in figure 2 it is shown, figure includes an antivibrator 4, antivibrator 4 is for shearing force type gold
Belong to antivibrator or flexural loading type metal damper.In space between antivibrator 4 and floor 3
Being provided with three pipeline passways 6, antivibrator 4 is arranged below six pipeline passways 6, six pipelines
6 points of two rows of passage show, often row is three.Pipeline passway 6 is corrosion resistant soft circle
Pipe.
As it is shown on figure 3, figure includes an antivibrator 4, antivibrator 4 is for shearing force type gold
Belong to antivibrator or flexural loading type metal damper.It is respectively provided on two sides with before and after antivibrator 4 and puts more energy into
Rib 7, is provided with 12 pipeline passways 6 in the space between antivibrator 4 and floor 3, damping
Device 4 is arranged below 12 pipeline passways 6, the above and below pipeline passway of antivibrator 46
Dividing two rows to show respectively, often row is six.Pipeline passway 6 is corrosion resistant soft pipe.
The ultimate principle of the present invention and principal character and the present invention excellent has more than been shown and described
Point.Skilled person will appreciate that of the industry, the present invention is not restricted to the described embodiments, on
State the principle that the present invention is simply described described in embodiment and description, without departing from the present invention
On the premise of spirit and scope, the present invention also has various changes and modifications, and these change and change
Enter to both fall within scope of the claimed invention.Claimed scope is by appended power
Profit claim and equivalent thereof define.
Claims (4)
1. the installation constitution of a building aseismicity coupling beam antivibrator, it is characterised in that include setting
Be placed in the two one or more antivibrators in the middle of coupling beams, described antivibrator be respectively provided on two sides with one
Attachment means, when being provided with an antivibrator, on described antivibrator and or separately below
It is disposed with some pipeline passways, when being provided with more than one antivibrator, in outermost damping
Device above and or be disposed with some pipeline passways separately below, between adjacent antivibrator
Some pipeline passways it are disposed with in space.
The installation constitution of a kind of building aseismicity coupling beam antivibrator the most according to claim 1,
It is characterized in that, described antivibrator is for shearing force type metal damper or flexural loading type gold
Belong to antivibrator.
The installation constitution of a kind of building aseismicity coupling beam antivibrator the most according to claim 1,
It is characterized in that, described attachment means is steel plate, I-steel, channel-section steel, dowel or crab-bolt,
When attachment means is steel plate, I-steel or channel-section steel, described steel plate, I-steel or channel-section steel
Bolt is provided with peg, hole or notch.
The installation constitution of a kind of building aseismicity coupling beam antivibrator the most according to claim 1,
It is characterized in that, described attachment means uses with the sidewall of antivibrator and welds or be bolted
It is integrally forming.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610514603.2A CN105971145A (en) | 2016-07-01 | 2016-07-01 | Mounting structure of anti-seismic coupling-beam damper of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610514603.2A CN105971145A (en) | 2016-07-01 | 2016-07-01 | Mounting structure of anti-seismic coupling-beam damper of building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105971145A true CN105971145A (en) | 2016-09-28 |
Family
ID=56954580
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610514603.2A Pending CN105971145A (en) | 2016-07-01 | 2016-07-01 | Mounting structure of anti-seismic coupling-beam damper of building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105971145A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565830A (en) * | 2019-09-06 | 2019-12-13 | 重庆中科建设（集团）有限公司 | construction method for mounting assembled type coupling beam damper in advance |
| CN112963001A (en) * | 2021-02-08 | 2021-06-15 | 华北水利水电大学 | Construction method and reinforcing structure for completely cutting off heavy reinforcement of existing connecting beam |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1293624A2 (en) * | 2001-09-13 | 2003-03-19 | Bravo Coias e Silva, Vitor Manuel | Seismic shock absorber system and damping device for buildings with framed structure made of reinforced concrete |
| CN102644358A (en) * | 2012-04-24 | 2012-08-22 | 清华大学 | Steel coupling beam capable of being replaced after strong earthquake |
| CN202644774U (en) * | 2012-04-24 | 2013-01-02 | 清华大学 | Replaceable steel coupling beam |
| CN203247731U (en) * | 2013-02-08 | 2013-10-23 | 上海维固工程实业有限公司 | Metal damper with buckling-prevention devices |
| CN104047367A (en) * | 2014-06-26 | 2014-09-17 | 清华大学 | Novel connecting structure capable of achieving replacement of steel coupling beams |
| CN105569266A (en) * | 2016-01-31 | 2016-05-11 | 深圳大学 | Concrete combined connecting beam |
| CN205935281U (en) * | 2016-07-01 | 2017-02-08 | 上海赛弗工程减震技术有限公司 | Building antidetonation is installation structure of roof beam attenuator even |
-
2016
- 2016-07-01 CN CN201610514603.2A patent/CN105971145A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1293624A2 (en) * | 2001-09-13 | 2003-03-19 | Bravo Coias e Silva, Vitor Manuel | Seismic shock absorber system and damping device for buildings with framed structure made of reinforced concrete |
| CN102644358A (en) * | 2012-04-24 | 2012-08-22 | 清华大学 | Steel coupling beam capable of being replaced after strong earthquake |
| CN202644774U (en) * | 2012-04-24 | 2013-01-02 | 清华大学 | Replaceable steel coupling beam |
| CN203247731U (en) * | 2013-02-08 | 2013-10-23 | 上海维固工程实业有限公司 | Metal damper with buckling-prevention devices |
| CN104047367A (en) * | 2014-06-26 | 2014-09-17 | 清华大学 | Novel connecting structure capable of achieving replacement of steel coupling beams |
| CN105569266A (en) * | 2016-01-31 | 2016-05-11 | 深圳大学 | Concrete combined connecting beam |
| CN205935281U (en) * | 2016-07-01 | 2017-02-08 | 上海赛弗工程减震技术有限公司 | Building antidetonation is installation structure of roof beam attenuator even |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565830A (en) * | 2019-09-06 | 2019-12-13 | 重庆中科建设（集团）有限公司 | construction method for mounting assembled type coupling beam damper in advance |
| CN112963001A (en) * | 2021-02-08 | 2021-06-15 | 华北水利水电大学 | Construction method and reinforcing structure for completely cutting off heavy reinforcement of existing connecting beam |
| CN112963001B (en) * | 2021-02-08 | 2022-11-11 | 华北水利水电大学 | Construction method and reinforcing structure for completely cutting off heavy reinforcement of existing connecting beam |
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| PB01 | Publication | ||
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| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160928 |