CN105971359A - Connecting beam type damper - Google Patents
Connecting beam type damper Download PDFInfo
- Publication number
- CN105971359A CN105971359A CN201610511741.5A CN201610511741A CN105971359A CN 105971359 A CN105971359 A CN 105971359A CN 201610511741 A CN201610511741 A CN 201610511741A CN 105971359 A CN105971359 A CN 105971359A
- Authority
- CN
- China
- Prior art keywords
- antivibrator
- damper
- beam type
- steel plate
- metal damper
- 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.)
- Pending
Links
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
- E04H9/022—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers
Abstract
The invention discloses a connecting beam type damper. The connecting beam type damper is characterized by comprising a metal damper, wherein each of the left side and the right side of the metal damper is connected with a connection steel plate; the outside of each connection steel plate is connected with a connection device, and a flexible buffer material is embedded in a gap between the top of the metal damper and a main body structure, has fire-proof, sound-insulating and thermal-insulating functions and can provide space for deformation of the metal damper under the effect of an earthquake. The energy consumption effect of an energy consumption mechanism is good, the integrity of the damper and the structure is good in mounting, and the damper is convenient to use and is a good energy-dissipation and shock-absorption product.
Description
Technical field
The present invention relates to building structure energy-consumption shock-absorption device, be specifically related to a kind of coupling beam type damping
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, countries in the world are all carried out being devoted to
Earthquake resistant engineering mitigation works, and is devoted to improve the level of providing fortification against earthquakes of construction project, improves and build
The shock resistance of engineering.
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 subtracts
The principle of shake is to increase the damping and just of structure by arranging energy-consuming shock absorber in the structure
Degree, reduces the earthquake response caused by geological process, protects agent structure.
In prior art, most products are all provided between floor, pass through attachment means
It is connected with agent structure, but this connected mode is generally unsuitable for shear wall structure, shearing
Wall construction is based on shear wall, it is possible to arrange that the position of traditional approach product is little.Therefore, grind
The product sending out to may be used for shear wall structure a kind of is significant to the antidetonation of shear wall structure.
The first anti-vibration defense lines of shear wall structure is the coupling beam between shear wall, so exploitation one can
With the product being placed in Shear-wall Connecting Beam Used, there is the good suitability and energy-dissipating and shock-absorbing effect.
Summary of the invention
Present invention aim to overcome that existing technical deficiency, propose a kind of coupling beam type antivibrator,
Aim to solve the problem that the problem that shear wall structure coupling beam is destroyed in earthquake, simultaneously again can be as energy dissipating
Parts earthquake energy, protects agent structure, improves the shock resistance of building.Should simultaneously
Inventive technique product is provided with fire prevention, sound insulation, compressibility flexible material, and flexible material is permissible
Fill as the space between product and structure, the flexible function with fire-proof sound insulation itself, keep away
Exempt from architectural problems during separately installed coupling beam antivibrator.
The present invention is achieved by the following technical solutions:
A kind of coupling beam type antivibrator, including a metal damper, the left and right two of this metal damper
Side respectively connects a junction steel plate, and the outside of described junction steel plate connects an attachment means, described gold
The space belonged between top and the agent structure of antivibrator is embedded in flexible buffer material.
Preferably, connected by welding or bolt between described metal damper and described junction steel plate
It is integrated.
Preferably, it is connected as a single entity by welding between described junction steel plate and described attachment means.
Preferably, described metal damper is shearing-type metal antivibrator or the damping of flexure type metal
Device.
Preferably, described flexible buffer material is polystyrene type, rubber-like and fire proofing material phase
In conjunction with material.
The design principle of the present invention: existing in the art to the sky between antivibrator and agent structure beam
Gap does not does any process, and the technical program fills the heat insulation of a flexibility in this space, sound insulation,
Insulation material, had both served the effect of buffering, can prevent fires again, sound insulation and insulation.
Beneficial effect: one coupling beam type antivibrator SF-CBD of the present invention, in antivibrator and main body
Fill a flexible material between structural beams, there is the effect of fire prevention, sound insulation and insulation.The present invention
Energy consuming mechanism installation, globality is strong, has good shock resistance, has very well simultaneously
Installability energy.
Accompanying drawing explanation
Fig. 1 is antivibrator and the company of flexible buffer material of the present invention a kind of coupling beam type antivibrator
Connect structural representation.
Fig. 2 is a kind of installation constitution structural representation of the present invention a kind of coupling beam type antivibrator.
Each symbology in figure: 1. metal damper；11. ribbed stiffeners；2. junction steel plate；
3. attachment means；4. steel reinforcing bar；5. flexible buffer material；6. agent structure beam；
7. agent structure body of wall.
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.
Two embodiments of the energy-dissipating support chevron shaped support of employing:
Embodiment:
As it is shown in figure 1, figure includes that a metal damper 1, metal damper 1 are a metal
Type antivibrator, the side of metal damper 1 is provided with ribbed stiffener 11.This metal damper 1
Each side connecting a junction steel plate 2, the outside of junction steel plate 2 connects an attachment means 3,
Space between metal damper 1 top and agent structure beam 6 is embedded in a flexible buffer material
5。
Steel reinforcing bar 4 is used to connect between attachment means 3 and agent structure body of wall 7.Connect
Device 3 is provided with two L-shaped steel reinforcing bars 4, these two L-shaped reinforcing bars
Reinforcing strip 4 snaps together, and forms a U-shaped structure.
Between metal damper 1 and junction steel plate 2, vertical welding is together.Junction steel plate 2 He
Between attachment means 3, vertical welding is together.Hang down between steel reinforcing bar 4 and attachment means 3
Directly weld together.
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 (5)
1. a coupling beam type antivibrator, it is characterised in that include a metal damper, this gold
Belonging to each side connection one junction steel plate of antivibrator, the outside of described junction steel plate connects one
Attachment means, the space between top and the agent structure of described metal damper is embedded in flexibility
Padded coaming.
A kind of coupling beam type antivibrator the most according to claim 1, it is characterised in that institute
State and be connected as a single entity by welding or bolt between metal damper and described junction steel plate.
A kind of coupling beam type antivibrator the most according to claim 1, it is characterised in that institute
State and be connected as a single entity by welding between junction steel plate and described attachment means.
A kind of coupling beam type antivibrator the most according to claim 1, it is characterised in that institute
Stating metal damper is shearing-type metal antivibrator or flexure type metal damper.
A kind of coupling beam type antivibrator the most according to claim 1, it is characterised in that institute
Stating flexible buffer material is the material that polystyrene type, rubber-like and fire proofing material combine.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610511741.5A CN105971359A (en) | 2016-07-01 | 2016-07-01 | Connecting beam type damper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610511741.5A CN105971359A (en) | 2016-07-01 | 2016-07-01 | Connecting beam type damper |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105971359A true CN105971359A (en) | 2016-09-28 |
Family
ID=56954304
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610511741.5A Pending CN105971359A (en) | 2016-07-01 | 2016-07-01 | Connecting beam type damper |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105971359A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111455994A (en) * | 2020-04-21 | 2020-07-28 | 中铁西北科学研究院有限公司 | Tuned damping type BFRP anchor cable head shock absorption yield structure and method for high-intensity seismic region |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002295053A (en) * | 2001-04-02 | 2002-10-09 | Nippon Steel Corp | Vibration control stud and construction method for it |
| CN102644358A (en) * | 2012-04-24 | 2012-08-22 | 清华大学 | Steel coupling beam capable of being replaced after strong earthquake |
| 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 |
| CN104895213A (en) * | 2015-06-26 | 2015-09-09 | 上海赛弗工程减震技术有限公司 | Coupling beam type metal damper |
| CN104895212A (en) * | 2015-06-24 | 2015-09-09 | 上海赛弗工程减震技术有限公司 | Coupling beam type metal damper |
| CN104963426A (en) * | 2015-06-29 | 2015-10-07 | 上海赛弗工程减震技术有限公司 | Coupling beam type metal damper |
| CN205935879U (en) * | 2016-07-01 | 2017-02-08 | 上海赛弗工程减震技术有限公司 | Link roof beam type attenuator |
-
2016
- 2016-07-01 CN CN201610511741.5A patent/CN105971359A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002295053A (en) * | 2001-04-02 | 2002-10-09 | Nippon Steel Corp | Vibration control stud and construction method for it |
| CN102644358A (en) * | 2012-04-24 | 2012-08-22 | 清华大学 | Steel coupling beam capable of being replaced after strong earthquake |
| 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 |
| CN104895212A (en) * | 2015-06-24 | 2015-09-09 | 上海赛弗工程减震技术有限公司 | Coupling beam type metal damper |
| CN104895213A (en) * | 2015-06-26 | 2015-09-09 | 上海赛弗工程减震技术有限公司 | Coupling beam type metal damper |
| CN104963426A (en) * | 2015-06-29 | 2015-10-07 | 上海赛弗工程减震技术有限公司 | Coupling beam type metal damper |
| CN205935879U (en) * | 2016-07-01 | 2017-02-08 | 上海赛弗工程减震技术有限公司 | Link roof beam type attenuator |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111455994A (en) * | 2020-04-21 | 2020-07-28 | 中铁西北科学研究院有限公司 | Tuned damping type BFRP anchor cable head shock absorption yield structure and method for high-intensity seismic region |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160928 |
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| WD01 | Invention patent application deemed withdrawn after publication |