CN106013919A - Connecting beam type metal damper - Google Patents
Connecting beam type metal damper Download PDFInfo
- Publication number
- CN106013919A CN106013919A CN201610514585.8A CN201610514585A CN106013919A CN 106013919 A CN106013919 A CN 106013919A CN 201610514585 A CN201610514585 A CN 201610514585A CN 106013919 A CN106013919 A CN 106013919A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- metal damper
- type metal
- beam type
- 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.)
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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
-
- 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)
- Building Environments (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses a connecting beam type metal damper, which comprises a metal damper, wherein a reverse L-shaped right-angle steel plate is connected with each of the left side and the right side of the metal damper; each reverse L-shaped right-angle steel plate comprises a horizontal steel plate and a vertical steel plate; the horizontal steel plate is fixed at the end part of a main body structure wall body; the outer side of the vertical steel plate is connected with a connecting device; a steel plate is embedded inside the main body structure wall body; a multifunctional plate made of flexible deformable compressible materials is arranged in a gap among the metal damper, the horizontal steel plate of each reverse L-shaped right-angle steel plate and a main body structure beam. The connecting beam type metal damper has the effects of fire prevention, sound isolation and heat insulation; meanwhile, a deformation space can be provided for the damper when an earthquake occurs, so that the destroy on the main body structure in the deformation process of the damper is prevented. The connecting beam type metal damper has the advantages that the installation of an energy consumption mechanism is convenient; the integrality is good; good anti-seismic capability is realized; meanwhile, good installability performance is realized.
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 metal resistance
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, 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 metal damping
Device, it is intended to solve coupling beam type metal problem present in the installation process, such as antivibrator and structure
Integrity issues, antivibrator and structure between the problem etc. of the anchoring of reinforcing bar when being connected.
The present invention is achieved by the following technical solutions:
A kind of coupling beam type metal damper, including a metal damper, a left side for this metal damper
Right both sides respectively connect an inverted L-shaped right angle steel plate, and described inverted L-shaped right angle steel plate includes a horizontal steel
Plate and a vertical steel plate, described horizontal steel plate is fixed on the end of agent structure body of wall, described perpendicular
Connecting an attachment means to the outside of steel plate, this steel plate is embedded in inside agent structure body of wall, institute
State metal damper, space between the horizontal steel plate of inverted L-shaped right angle steel plate and agent structure beam
One multifunction board being made up of flexible deformable compressible material is inside set.
Preferably, the shape of described multifunction board is by metal damper, inverted L-shaped right angle steel plate
The shape in the space between horizontal steel plate and agent structure beam determines, can be T-shaped, square or square
Shape.
Preferably, weldering is used between vertical steel plate and the antivibrator in described inverted L-shaped right angle steel plate
Connect or bolt is connected as a single entity.
Preferably, described metal mold antivibrator is flexure type metal damper or shearing-type metal resistance
Buddhist nun's device.
Preferably, described attachment means is steel plate.
Preferably, the side of described metal mold antivibrator is provided with ribbed stiffener.
Preferably, the reinforcing bar of reinforcement effect it has been provided with in described agent structure body of wall.
The design principle of the present invention: existing antivibrator is during being installed in agent structure
There will be following Railway Project: there is gap between antivibrator and structure, be unfavorable for sound-insulating
And fire prevention；Connection between antivibrator and coupling beam is unreliable；The bad process of Bar Anchorage of coupling beam；
The installation of antivibrator is inconvenient.The technical program mainly solves above-mentioned Railway Project, increases
Adding sound insulation, insulation, fire proofing material, providing deformation sky when there is earthquake for antivibrator simultaneously
Between.Increase the anchor measure of coupling beam reinforcing bar, improve the globality of antivibrator and agent structure, more
Add the performance of beneficially properties of product.
Beneficial effect: one coupling beam type metal damper of the present invention, is arranged at the two ends of antivibrator
There is inverted L-shaped right angle steel plate, facilitate the connection between metal damper and agent structure body of wall to add
Gu；Between metal damper and agent structure beam, filling one is made up of flexible deformable material
Multifunction board, has the effect of fire prevention, sound insulation and insulation, can be that antivibrator is occurring simultaneously
Deformation space is provided during earthquake, prevents antivibrator from deformation process, agent structure being caused brokenly
Bad.The energy consuming mechanism of the present invention is easy for installation, and globality is strong, has good shock resistance,
There is good installability energy simultaneously.
Accompanying drawing explanation
Fig. 1 is the basic structure schematic diagram of the present invention a kind of coupling beam type metal damper.
Fig. 2 is the mounting structure schematic diagram of the present invention a kind of coupling beam type metal damper.
Each symbology in figure: 1. metal damper；11. ribbed stiffeners；2. inverted L-shaped right angle
Steel plate；21. vertical steel plates；22. horizontal steel plate；3. attachment means；4. reinforcing bar；5. merit more than
Can plate；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.
Embodiment:
As shown in Figure 1, 2, figure includes a metal damper 1, this metal mold antivibrator 1
For shearing-type metal antivibrator, the side of metal mold antivibrator 1 is provided with ribbed stiffener 11.This gold
Belong to each side connection one inverted L-shaped right angle steel plate 2 of antivibrator 1, inverted L-shaped right angle steel plate
Welding is used to be connected as a single entity between vertical steel plate 21 and antivibrator 1 in 2.
Inverted L-shaped right angle steel plate 2 includes horizontal steel plate 22 and a vertical steel plate 21, a horizontal steel
Plate 22 is fixed on the end of agent structure body of wall 7, the horizontal steel in inverted L-shaped right angle steel plate 2
The reinforcing bar 4 that plate 22 is agent structure body of wall 7 connects provides convenient, adds metal resistance simultaneously
The reliability being connected between Buddhist nun's device 1 with agent structure body of wall 7.The outside of vertical steel plate 21 connects
Connecing an attachment means 3, this attachment means 3 is steel plate, and this steel plate is embedded in agent structure body of wall
7 is internal.The reinforcing bar 4 of reinforcement effect it has been provided with in agent structure body of wall 7.
Metal damper 1, the horizontal steel plate 22 of inverted L-shaped right angle steel plate 2 and agent structure beam 6
Between space in a multifunction board 5 being made up of flexible deformable compressible material is set, soft
Property deformable compressible material be polystyrene type or rubber-like flexible material and fire proofing material
Combined material.The shape of multifunction board 5 is by metal damper, the level of inverted L-shaped right angle steel plate
The shape in the space between steel plate and agent structure beam determines, for T-shaped, it is also possible to according to reality
Need to be arranged to other suitable shapes.
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 (7)
1. a coupling beam type metal damper, including a metal damper, it is characterised in that
The each side connection one inverted L-shaped right angle steel plate of this metal damper, described inverted L-shaped right angle
Steel plate includes a horizontal steel plate and a vertical steel plate, and described horizontal steel plate is fixed on agent structure wall
The end of body, the outside of described vertical steel plate connects an attachment means, and this steel plate is embedded in main body
Inside structure wall, described metal damper, the horizontal steel plate of inverted L-shaped right angle steel plate and main body
Arrange in space between structural beams one by flexible deformable compressible material make multi-functional
Plate.
A kind of coupling beam type metal damper the most according to claim 1, it is characterised in that
The shape of described multifunction board is by metal damper, the horizontal steel plate of inverted L-shaped right angle steel plate and master
The shape in the space between body structural beams determines, can be T-shaped, square or rectangle.
A kind of coupling beam type metal damper the most according to claim 1, it is characterised in that
Welding or bolt is used even between vertical steel plate and antivibrator in described inverted L-shaped right angle steel plate
It is integrated in succession.
A kind of coupling beam type metal damper the most according to claim 1, it is characterised in that
Described metal mold antivibrator is flexure type metal damper or shearing-type metal antivibrator.
A kind of coupling beam type metal damper the most according to claim 1, it is characterised in that
Described attachment means is steel plate.
A kind of coupling beam type metal damper the most according to claim 1, it is characterised in that
The side of described metal mold antivibrator is provided with ribbed stiffener.
A kind of coupling beam type metal damper the most according to claim 1, it is characterised in that
The reinforcing bar of reinforcement effect it has been provided with in described agent structure body of wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610514585.8A CN106013919A (en) | 2016-07-01 | 2016-07-01 | Connecting beam type metal damper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610514585.8A CN106013919A (en) | 2016-07-01 | 2016-07-01 | Connecting beam type metal damper |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106013919A true CN106013919A (en) | 2016-10-12 |
Family
ID=57106859
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610514585.8A Pending CN106013919A (en) | 2016-07-01 | 2016-07-01 | Connecting beam type metal damper |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106013919A (en) |
Citations (7)
| 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 |
| CN205935877U (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 metal damper |
-
2016
- 2016-07-01 CN CN201610514585.8A patent/CN106013919A/en active Pending
Patent Citations (7)
| 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 |
| CN205935877U (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 metal damper |
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Application publication date: 20161012 |
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