CN110453800A - A kind of metal damper of Self-resetting bending energy-wasting - Google Patents
A kind of metal damper of Self-resetting bending energy-wasting Download PDFInfo
- Publication number
- CN110453800A CN110453800A CN201910658939.XA CN201910658939A CN110453800A CN 110453800 A CN110453800 A CN 110453800A CN 201910658939 A CN201910658939 A CN 201910658939A CN 110453800 A CN110453800 A CN 110453800A
- Authority
- CN
- China
- Prior art keywords
- protecting crust
- self
- energy
- steel plate
- wasting
- 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
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- 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)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Dampers (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses a kind of metal dampers of Self-resetting bending energy-wasting, the sliding guide being composed including the guide rod interconnecting piece by being connected with building structural member and the cylindrical body set on the guide rod interconnecting piece one end, the protecting crust being sheathed on sliding guide and the arc Wasted-energy steel plate being symmetrically set between sliding guide and protecting crust, are equipped with spring between the both ends and protecting crust of the arc Wasted-energy steel plate.The metal damper of Self-resetting bending energy-wasting of the present invention realizes energy consumption by the plastic bending deformation of curved metal Wasted-energy steel plate, and damper cushioning ability can be adjusted by selecting the spring of different yield strengths, the curved metal Wasted-energy steel plate of different-thickness and different-stiffness grade, the simple simultaneously convenient disassembly of mechanical property, it is cheap, it can be realized self-regeneration, can be recycled in building structure.
Description
Background technique
The invention belongs to metal damper field more particularly to a kind of metal dampers of Self-resetting bending energy-wasting.Background
Technology
To be damaged building structure less under seismic loading in wind load, damper is usually set in the structure
Carry out dynamic response of the control structure under wind load and seismic loading.Damper type is a lot of, and it is big to be mainly divided into four
Class: metal damper, viscoelastic damper, frcition damper and viscous damper.
Wherein, metal damper becomes by its simple mechanical property, good energy consumption effect and lower cost
It is mostly used in the preferred instrument for repairing old building.However, most of metal damper is disposable using instrument, such as
Low Yield Point Steel damper etc., after biggish seismic loading, it is necessary to replacement be carried out to impaired damper or to its core
Heart dissipative member, which carries out replacement, just can guarantee the recycling of damper.
Summary of the invention
Goal of the invention: strong the object of the present invention is to provide a kind of damping effect and no replacement is required that core dissipative member can be real
The metal damper for the Self-resetting bending energy-wasting being now recycled.
Technical solution: the metal damper of Self-resetting bending energy-wasting of the present invention, including by being connected with building structural member
Sliding guide that guide rod interconnecting piece and cylindrical body set on the guide rod interconnecting piece one end are composed is sheathed on sliding guide
Protecting crust and the arc Wasted-energy steel plate being symmetrically set between sliding guide and protecting crust, the both ends of the arc Wasted-energy steel plate and protection
Spring is equipped between shell.
Furtherly, the sum of the diameter of the thickness and cylindrical body of the symmetrically arranged arc Wasted-energy steel plate of the present invention is equal to protecting crust
Inside spacing.The both ends of arc Wasted-energy steel plate, which extend, is equipped with link block, and one end of spring is fixedly connected on the link block, another
End is fixedly connected on protecting crust inner sidewall.
It further says, protecting crust of the invention includes upper protecting crust disposed in parallel, lower protecting crust and ties with building
The protecting crust interconnecting piece that component is connected.Cover board is equipped between upper protecting crust and the two sides of lower protecting crust.Upper protecting crust and lower anti-
It is connected and fixed between protective case by tightening latch.Arc Wasted-energy steel plate is bolted to connection on protecting crust inner sidewall.
Furtherly, the threaded hole being connected with building structural member is offered on guide rod interconnecting piece of the present invention.Protecting crust
The threaded hole being connected with building structural member is offered on interconnecting piece.
The utility model has the advantages that compared with prior art, remarkable advantage of the invention are as follows: the metal of the Self-resetting bending energy-wasting damps
Device realizes energy consumption by the plastic bending deformation of curved metal Wasted-energy steel plate, and can be by selecting different yield strengths, difference
The spring of the curved metal Wasted-energy steel plate of thickness and different-stiffness grade adjusts damper cushioning ability, and mechanical property is simply simultaneously
Convenient disassembly, it is cheap, it can be realized self-regeneration, can be recycled in building structure.
Detailed description of the invention
Fig. 1 is the schematic diagram of internal structure of metal damper of the present invention；
Fig. 2 is the structural schematic diagram of sliding guide of the present invention；
Fig. 3 is the structural schematic diagram of protecting crust of the present invention；
Fig. 4 is the structural schematic diagram of cover board of the present invention.
Specific embodiment
Further details of the technical solution of the present invention with reference to the accompanying drawing.
The metal damper of Self-resetting bending energy-wasting of the present invention, as shown in Figure 1, including sliding guide 3, being sheathed on sliding and lead
Protecting crust 4 on bar 3 and the arc Wasted-energy steel plate 5 being symmetrically set between 4 liang of insides of sliding guide 3 and protecting crust, arc Wasted-energy steel plate 5
Both ends and protecting crust 4 between be equipped with spring 6, it is preferred that the both ends of arc Wasted-energy steel plate 5 are extensible to be equipped with link block 7, spring 6
One end be fixedly connected on the link block 7, the other end is fixedly connected on 4 inner sidewall of protecting crust.
Wherein, sliding guide 3 include the guide rod interconnecting piece 1 being connected with building structural member and be set to the guide rod interconnecting piece 1
The cylindrical body 2 of one end, as shown in Figure 2.Arc Wasted-energy steel plate 5 is bolted to connection on 4 inner sidewall of protecting crust, and cylindrical body
2 are located at the middle of arc Wasted-energy steel plate 5 and are fitted with arc Wasted-energy steel plate 5, i.e., the thickness of symmetrically arranged arc Wasted-energy steel plate 5
The sum of degree and the diameter of cylindrical body 2 are equal to the inside spacing of protecting crust 4.
Protecting crust 4 includes upper protecting crust 8, lower protecting crust 9 and the protection being connected with building structural member disposed in parallel
Shell interconnecting piece 10, as shown in Figure 3.It is equipped with cover board 11 between upper protecting crust 8 and the two sides of lower protecting crust 9, as shown in figure 4, on and
It is connected and fixed between protecting crust 8 and lower protecting crust 9 by tightening latch 12.
The threaded hole being connected with building structural member is offered on protecting crust interconnecting piece 10.It is offered on guide rod interconnecting piece 1
The threaded hole being connected with building structural member.And accordingly, the connection between each component can utilize spiral shell by the way that threaded hole is arranged
Bolt is attached.
Working principle: when being acted on by earthquake or wind load transverse horizontal force, the sliding guide 3 of the damper generates cross
To displacement, the cylindrical body 2 of 3 end of sliding guide follows movement, be symmetrically disposed on arc Wasted-energy steel plate 5 inside protecting crust 4 because with
Cylindrical body 2 directly contacts, thus will limit the further displacement with reduction sliding guide 3, and cylindrical body 2 will make arc consume
Energy plate 5 generates deformation, achievees the effect that energy-dissipating and shock-absorbing using its plastic bending deformation.It is set to the bullet at 5 both ends of arc Wasted-energy steel plate
Spring is used to be supplied to the additional stiffness of metal damper, and the deflection of arc Wasted-energy steel plate 5 is adjusted, and realizes arc Wasted-energy steel plate
5 reset after deformation occurs.
Claims (9)
1. a kind of metal damper of Self-resetting bending energy-wasting, it is characterised in that: including being led by what is be connected with building structural member
Bar interconnecting piece (1) and be set to guide rod interconnecting piece (1) one end cylindrical body (2) be composed sliding guide (3), be sheathed on cunning
The arc Wasted-energy steel plate (5) moving the protecting crust (4) on guide rod (3) and being symmetrically set between sliding guide (3) and protecting crust (4),
Spring (6) are equipped between the both ends and protecting crust (4) of the arc Wasted-energy steel plate (5).
2. the metal damper of Self-resetting bending energy-wasting according to claim 1, it is characterised in that: described symmetrically arranged
The sum of thickness and the diameter of cylindrical body (2) of arc Wasted-energy steel plate (5) are equal to the inside spacing of protecting crust (4).
3. the metal damper of Self-resetting bending energy-wasting according to claim 1, it is characterised in that: the arc Wasted-energy steel plate
(5) both ends, which extend, is equipped with link block (7), and one end of spring (6) is fixedly connected on the link block (7), and the other end is fixed to be connected
It connects on protecting crust (4) inner sidewall.
4. the metal damper of Self-resetting bending energy-wasting according to claim 1, it is characterised in that: the protecting crust (4)
Including upper protecting crust (8), lower protecting crust (9) and the protecting crust interconnecting piece being connected with building structural member disposed in parallel
(10)。
5. the metal damper of Self-resetting bending energy-wasting according to claim 4, it is characterised in that: the upper protecting crust
(8) it is equipped between the two sides of lower protecting crust (9) cover board (11).
6. the metal damper of Self-resetting bending energy-wasting according to claim 4, it is characterised in that: upper protecting crust (8) and
It is connected and fixed between lower protecting crust (9) by tightening latch (12).
7. the metal damper of Self-resetting bending energy-wasting according to claim 4, it is characterised in that: the protecting crust connection
Portion offers the threaded hole being connected with building structural member on (10).
8. the metal damper of Self-resetting bending energy-wasting according to claim 1, it is characterised in that: the arc Wasted-energy steel plate
(5) it is bolted to connection on protecting crust (4) inner sidewall.
9. the metal damper of Self-resetting bending energy-wasting according to claim 1, it is characterised in that: the guide rod interconnecting piece
(1) threaded hole being connected with building structural member is offered on.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910658939.XA CN110453800A (en) | 2019-07-22 | 2019-07-22 | A kind of metal damper of Self-resetting bending energy-wasting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910658939.XA CN110453800A (en) | 2019-07-22 | 2019-07-22 | A kind of metal damper of Self-resetting bending energy-wasting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110453800A true CN110453800A (en) | 2019-11-15 |
Family
ID=68482997
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910658939.XA Pending CN110453800A (en) | 2019-07-22 | 2019-07-22 | A kind of metal damper of Self-resetting bending energy-wasting |
Country Status (1)
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| CN (1) | CN110453800A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110836034A (en) * | 2019-11-29 | 2020-02-25 | 华中科技大学 | Assembled light metal damper capable of dissipating energy and reducing vibration in multiple stages |
| CN111364507A (en) * | 2020-03-13 | 2020-07-03 | 长安大学 | Friction energy dissipation device and self-reset friction ductility split column |
| CN111852147A (en) * | 2020-08-03 | 2020-10-30 | 河北科技大学 | Self-resetting deformation energy-consumption metal damper |
| CN111877585A (en) * | 2020-07-22 | 2020-11-03 | 大连交通大学 | Self-resetting multistage damping energy-dissipation disc spring soft steel damper |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101654935A (en) * | 2009-04-25 | 2010-02-24 | 大连理工大学 | Shape memory alloy (SMA) self-resetting deformation energy-consumption damper |
| JP2012189104A (en) * | 2011-03-09 | 2012-10-04 | Shimizu Corp | Inertial mass damper |
| CN205226197U (en) * | 2015-12-21 | 2016-05-11 | 武汉理工大学 | Novel cambered surface friction damper |
| CN108951927A (en) * | 2018-08-29 | 2018-12-07 | 沈阳建筑大学 | A kind of limit energy dissipation brace structure |
| CN109577507A (en) * | 2018-11-23 | 2019-04-05 | 江苏科技大学 | Drum song energy-dissipating type metal damper |
-
2019
- 2019-07-22 CN CN201910658939.XA patent/CN110453800A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101654935A (en) * | 2009-04-25 | 2010-02-24 | 大连理工大学 | Shape memory alloy (SMA) self-resetting deformation energy-consumption damper |
| CN101654935B (en) * | 2009-04-25 | 2011-02-02 | 大连理工大学 | Shape memory alloy (SMA) self-resetting deformation energy-consumption damper |
| JP2012189104A (en) * | 2011-03-09 | 2012-10-04 | Shimizu Corp | Inertial mass damper |
| CN205226197U (en) * | 2015-12-21 | 2016-05-11 | 武汉理工大学 | Novel cambered surface friction damper |
| CN108951927A (en) * | 2018-08-29 | 2018-12-07 | 沈阳建筑大学 | A kind of limit energy dissipation brace structure |
| CN109577507A (en) * | 2018-11-23 | 2019-04-05 | 江苏科技大学 | Drum song energy-dissipating type metal damper |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110836034A (en) * | 2019-11-29 | 2020-02-25 | 华中科技大学 | Assembled light metal damper capable of dissipating energy and reducing vibration in multiple stages |
| CN111364507A (en) * | 2020-03-13 | 2020-07-03 | 长安大学 | Friction energy dissipation device and self-reset friction ductility split column |
| CN111364507B (en) * | 2020-03-13 | 2022-02-08 | 长安大学 | Friction energy dissipation device and self-reset friction ductility split column |
| CN111877585A (en) * | 2020-07-22 | 2020-11-03 | 大连交通大学 | Self-resetting multistage damping energy-dissipation disc spring soft steel damper |
| CN111877585B (en) * | 2020-07-22 | 2021-12-14 | 大连交通大学 | Self-resetting multistage damping energy-dissipation disc spring soft steel damper |
| CN111852147A (en) * | 2020-08-03 | 2020-10-30 | 河北科技大学 | Self-resetting deformation energy-consumption metal damper |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20191115 |