CN105971146A - Novel energy dissipation damper - Google Patents
Novel energy dissipation damper Download PDFInfo
- Publication number
- CN105971146A CN105971146A CN201610514618.9A CN201610514618A CN105971146A CN 105971146 A CN105971146 A CN 105971146A CN 201610514618 A CN201610514618 A CN 201610514618A CN 105971146 A CN105971146 A CN 105971146A
- Authority
- CN
- China
- Prior art keywords
- antivibrator
- damper
- energy dissipation
- clamping apparatus
- novel energy
- 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
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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 novel energy dissipation damper. The novel energy dissipation damper is characterized by comprising a damper body, wherein a damper bottom plate is connected with each of the left and right sides of the damper body; a clamping device is connected with the outside of the damper bottom plate and adopts a U-shaped slot structure; the outside of the bottom of the clamping device and the damper bottom plate are connected together, and reinforced connection parts are uniformly distributed on the inner side of the clamping device. The novel energy dissipation damper has the beneficial effects as follows: the clamping device is directly clamped on a shearing wall or a shearing wall connection beam of a main structure, mechanical large-scale production can be realized, mounting is convenient, and working hours are saved; additionally, the reinforced connection parts in the U-shaped slot of the clamping device improve the firmness between the clamping device and the shearing wall or the shearing wall connection beam.
Description
Technical field
The present invention relates to building structure energy-consumption shock-absorption device, be specifically related to a kind of novel energy dissipating 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 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.
In prior art, it is to be connected by connecting key or steel plate between antivibrator and agent structure
, this just requires connecting key or steel plate first to be nuzzled in agent structure in advance when construction, but
It is this structure connection construction trouble, often occurs between built-in fitting and the reinforcing bar of agent structure
" fighting " phenomenon, can cause installation difficulty, the present invention arranges two by the two ends at antivibrator
The attachment means of individual U-shaped, it is to avoid the side that is connected with agent structure by the way of built-in fitting
Formula, constructs convenient, connects relatively reliable.
Summary of the invention
Present invention aim to overcome that existing technical deficiency, propose a kind of novel energy dissipating damping
Device, by arranging the attachment means of two U-shapeds, it is to avoid arrange built-in fitting at the two ends of antivibrator
Way, it is not necessary in the internal pre-buried any parts of agent structure, easy construction, dependable performance.
The present invention is achieved by the following technical solutions:
A kind of novel energy dissipation damper, including an antivibrator, this antivibrator is each side
Connecting an antivibrator base plate, the outside of described antivibrator base plate connects a clamping apparatus, this clamping
Device is a U-shaped groove-like structure, and the bottom outside of this clamping apparatus and described antivibrator base plate are even
It is connected together, inside described clamping apparatus, is evenly equipped with enhancing connection member.
Preferably, described antivibrator is shearing-type metal antivibrator or the damping of flexure type metal
Device.
Preferably, welding or bolt is used to be connected between described antivibrator base plate and clamping apparatus
It is attached.
Preferably, the surface configuration that described clamping apparatus is connected with agent structure has enhancing to connect
Parts.
Preferably, described enhancing connection member is peg, reinforcing bar or pin key.
The design principle of the present invention: the most in the art, when the agent structure at building installs resistance
During Buddhist nun's device, need to nuzzle in agent structure connection member in advance, be connected to antivibrator the most again
Together, this way construction trouble, often occur between built-in fitting and the reinforcing bar of agent structure
" fight " phenomenon, installation difficulty can be caused.The technical program, uses at antivibrator base plate
Outside respectively arranges a clamping apparatus, is directly clamped among on agent structure wall by this clamping apparatus, then
Casting concrete, finally makes product and original structure form entirety.In order to add strong ties, in clamping
Enhancing connection member it is provided with, so antivibrator can the most securely and main body in the U-type groove of device
Structural wall links together.
Beneficial effect: a kind of novel energy dissipation damper of the present invention, is directly stuck in clamping apparatus
On the shear wall of agent structure or Shear-wall Connecting Beam Used, mechanization production in enormous quantities can be carried out, again
Convenient installation, saves man-hour；It addition, the enhancing connection member in the U-type groove of clamping apparatus,
Enhance the fastness between clamping apparatus and shear wall or Shear-wall Connecting Beam Used.
Accompanying drawing explanation
Fig. 1 is the basic structure schematic diagram of a kind of energy dissipation damper of the present invention.
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 structural representation of a kind of energy dissipation damper of the present invention；
Fig. 5 is the profile in Fig. 1 along line C-C；
Fig. 6 is the profile in Fig. 1 along line D-D；
Fig. 7 is a kind of installation constitution structural representation of a kind of energy dissipation damper of the present invention；
Fig. 8 is the profile in Fig. 7 along E-E line；
Fig. 9 is the another kind of installation constitution structural representation of a kind of energy dissipation damper of the present invention；
Figure 10 is the profile in Fig. 9 along F-F line.
Each symbology in figure: 1. antivibrator；11. ribbed stiffeners；2. antivibrator base plate；3.
Clamping apparatus；4. strengthen connection member；5. shear wall；6. Shear-wall Connecting Beam Used.
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, 3, figure includes antivibrator 1, the left and right sides of this antivibrator 1
Each connection one antivibrator base plate 2, the outside of antivibrator base plate 2 connects a clamping apparatus 3, should
Clamping apparatus 3 is a U-shaped groove-like structure, at the bottom of the bottom outside of this clamping apparatus 3 and antivibrator
Plate 2 welds together, and is evenly equipped with enhancing connection member 4, strengthens even inside described clamping apparatus
Relay part 4 is peg, reinforcing bar or pin key.
As shown in Figure 4,5, 6, in figure, the sidewall of antivibrator 1 is provided with ribbed stiffener 11,
One sidewall of antivibrator 1 is provided with two transverse stiffeners 11, these two transverse stiffeners
It is parallel to each other between 11；Another sidewall of antivibrator 1 is provided with two vertical ribbed stiffeners
11, it is parallel to each other between these two vertical ribbed stiffeners 11.Antivibrator base plate 2 and antivibrator 1
Between vertical welding together.Bottom and antivibrator base plate 2 overlap of clamping apparatus 3 are welded on
Together.
As shown in Figure 7,8, antivibrator 1 is arranged between two Shear-wall Connecting Beam Useds 6, cuts
Power wall coupling beam 6 and shear wall 5 link together.The clamping apparatus 3 of antivibrator 1 one end is stuck in
One end of Shear-wall Connecting Beam Used 6, the clamping apparatus 3 of antivibrator 1 other end is stuck in another shearing
One end of wall coupling beam 6.Enhancing connection member 4 it is provided with, toward clamping apparatus inside clamping apparatus 3
3 inner joints cement mortar or concrete materials, make antivibrator 1 be securely seated between two shear walls
Between coupling beam 6.
Such as Fig. 9, shown in 10, antivibrator 1 is arranged between two shear walls 5.Antivibrator
The clamping apparatus 3 of 1 one end is stuck in one end of shear wall 5, the card tipping of antivibrator 1 other end
Put 3 one end being stuck in another shear wall 5.Enhancing connection member it is provided with inside clamping apparatus 3
4, toward clamping apparatus 3 inner joints cement mortar or concrete material, make antivibrator 1 firmly
It is fixed between two shear walls 5.
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 novel energy dissipation damper, it is characterised in that include an antivibrator, this resistance
The each side connection one antivibrator base plate of Buddhist nun's device, the outside of described antivibrator base plate connects one
Clamping apparatus, this clamping apparatus is a U-shaped groove-like structure, the bottom outside of this clamping apparatus and
Described antivibrator base plate links together, and is evenly equipped with enhancing connecting portion inside described clamping apparatus
Part.
A kind of novel energy dissipation damper the most according to claim 1, it is characterised in that
Described antivibrator is shearing-type metal antivibrator or flexure type metal damper.
A kind of novel energy dissipation damper the most according to claim 1, it is characterised in that
Use welding or bolt to be connected between described antivibrator base plate and clamping apparatus to be attached.
A kind of novel energy dissipation damper the most according to claim 1, it is characterised in that
The surface configuration that described clamping apparatus is connected with agent structure has enhancing connection member.
A kind of novel energy dissipation damper the most according to claim 4, it is characterised in that
Described enhancing connection member is peg, reinforcing bar or pin key.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610514618.9A CN105971146A (en) | 2016-07-01 | 2016-07-01 | Novel energy dissipation damper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610514618.9A CN105971146A (en) | 2016-07-01 | 2016-07-01 | Novel energy dissipation damper |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105971146A true CN105971146A (en) | 2016-09-28 |
Family
ID=56953772
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610514618.9A Pending CN105971146A (en) | 2016-07-01 | 2016-07-01 | Novel energy dissipation damper |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105971146A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639050A (en) * | 2017-02-14 | 2017-05-10 | 华侨大学 | Connecting structure between reinforced concrete shear walls and steel coupling beam |
| CN108386051A (en) * | 2018-04-28 | 2018-08-10 | 集美大学 | A kind of damping unit applied to the connection of fabricated shear wall perps |
| CN109083295A (en) * | 2018-08-07 | 2018-12-25 | 同济大学 | A kind of recoverable function Coupled Shear Wall structure with field-replaceable unit |
| CN114016761A (en) * | 2021-02-09 | 2022-02-08 | 广州大学 | Reinforcing structure and reinforcing method for removing seismic damage connecting beam part |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007277911A (en) * | 2006-04-06 | 2007-10-25 | Toda Constr Co Ltd | Structure of seismic response control column |
| CN203808548U (en) * | 2014-05-09 | 2014-09-03 | 浙江海天建设集团有限公司 | Short wall support seismic reinforcement structure |
| CN204282578U (en) * | 2014-12-09 | 2015-04-22 | 张静 | A kind of lift-on/lift-off type refractoriness shear wall |
| CN104805958A (en) * | 2015-04-02 | 2015-07-29 | 同济大学 | Bi-stage yielding energy dissipation steel coupling beam applied to coupled shear wall structure |
| CN104895249A (en) * | 2015-06-09 | 2015-09-09 | 华侨大学 | Combined column foot capable of being repaired in situ |
| 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 |
| CN105649212A (en) * | 2016-04-06 | 2016-06-08 | 沈阳建筑大学 | Flexible connection device for masonry filler wall and main body frame and building method of filler wall |
| CN205935282U (en) * | 2016-07-01 | 2017-02-08 | 上海赛弗工程减震技术有限公司 | Novel energy dissipation attenuator |
-
2016
- 2016-07-01 CN CN201610514618.9A patent/CN105971146A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007277911A (en) * | 2006-04-06 | 2007-10-25 | Toda Constr Co Ltd | Structure of seismic response control column |
| CN203808548U (en) * | 2014-05-09 | 2014-09-03 | 浙江海天建设集团有限公司 | Short wall support seismic reinforcement structure |
| CN204282578U (en) * | 2014-12-09 | 2015-04-22 | 张静 | A kind of lift-on/lift-off type refractoriness shear wall |
| CN104805958A (en) * | 2015-04-02 | 2015-07-29 | 同济大学 | Bi-stage yielding energy dissipation steel coupling beam applied to coupled shear wall structure |
| CN104895249A (en) * | 2015-06-09 | 2015-09-09 | 华侨大学 | Combined column foot capable of being repaired in situ |
| 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 |
| CN105649212A (en) * | 2016-04-06 | 2016-06-08 | 沈阳建筑大学 | Flexible connection device for masonry filler wall and main body frame and building method of filler wall |
| CN205935282U (en) * | 2016-07-01 | 2017-02-08 | 上海赛弗工程减震技术有限公司 | Novel energy dissipation attenuator |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639050A (en) * | 2017-02-14 | 2017-05-10 | 华侨大学 | Connecting structure between reinforced concrete shear walls and steel coupling beam |
| CN108386051A (en) * | 2018-04-28 | 2018-08-10 | 集美大学 | A kind of damping unit applied to the connection of fabricated shear wall perps |
| CN109083295A (en) * | 2018-08-07 | 2018-12-25 | 同济大学 | A kind of recoverable function Coupled Shear Wall structure with field-replaceable unit |
| CN114016761A (en) * | 2021-02-09 | 2022-02-08 | 广州大学 | Reinforcing structure and reinforcing method for removing seismic damage connecting beam part |
| CN114016761B (en) * | 2021-02-09 | 2022-11-22 | 广州大学 | Reinforcing structure and reinforcing method for removing seismic damage connecting beam part |
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| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
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| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160928 |