CN110453800A - A self-resetting bending energy-dissipating metal damper - Google Patents
A self-resetting bending energy-dissipating metal damper 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
- protective shell
- energy
- self
- guide rod
- arc
- 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
- 239000002184 metal Substances 0.000 title claims abstract description 27
- 238000005452 bending Methods 0.000 title claims abstract description 20
- 230000001681 protective effect Effects 0.000 claims abstract description 47
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims abstract description 15
- 238000013016 damping Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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
Landscapes
- 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
本发明公开了一种自复位弯曲耗能的金属阻尼器，包括由与建筑结构件相连接的导杆连接部及设于该导杆连接部一端的圆柱体组合而成的滑动导杆、套设于滑动导杆上的防护壳以及对称设于滑动导杆及防护壳之间的弧形耗能板，所述弧形耗能板的两端与防护壳间均设有弹簧。本发明自复位弯曲耗能的金属阻尼器通过弧形金属耗能板的塑性弯曲变形来实现耗能，且能够通过选用不同屈服强度、不同厚度的弧形金属耗能板以及不同刚度等级的弹簧来调整阻尼器减震能力，力学性能简单并拆卸方便，价格低廉，能够实现自我修复，在建筑结构中能够循环使用。
The invention discloses a self-resetting bending energy-consuming metal damper, which comprises a sliding guide rod and a sleeve composed of a guide rod connection part connected with a building structure and a cylinder arranged at one end of the guide rod connection part. The protective shell arranged on the sliding guide rod and the arc-shaped energy dissipation plate arranged symmetrically between the sliding guide rod and the protective shell, springs are arranged between the two ends of the arc-shaped energy-dissipating plate and the protective shell. The self-resetting bending energy-dissipating metal damper of the present invention realizes energy dissipation through the plastic bending deformation of arc-shaped metal energy-dissipating plates, and can select arc-shaped metal energy-dissipating plates of different yield strengths, different thicknesses and springs of different rigidity levels To adjust the damping capacity of the damper, the mechanical properties are simple and easy to disassemble, the price is low, it can realize self-repair, and it can be recycled in the building structure.
Description
背景技术Background technique
本发明属于金属阻尼器领域，尤其涉及一种自复位弯曲耗能的金属阻尼器。背景技术The invention belongs to the field of metal dampers, in particular to a self-resetting bending energy-consuming metal damper. Background technique
为使得建筑结构在风荷载与地震荷载作用下少受损伤，通常在结构中设置阻尼器来控制结构在风荷载以及地震荷载作用下的动力响应。阻尼器种类颇多，主要能分为四大类：金属阻尼器、粘弹性阻尼器、摩擦阻尼器以及粘滞阻尼器。In order to make the building structure less damaged under wind load and earthquake load, dampers are usually set in the structure to control the dynamic response of the structure under wind load and earthquake load. There are many types of dampers, which can be mainly divided into four categories: metal dampers, viscoelastic dampers, friction dampers and viscous dampers.
其中，金属阻尼器凭借其简单的力学性能、良好的耗能效果以及较低的成本成为大部分用于修复老旧建筑的首选器械。然而，大部分金属阻尼器为一次性的使用器械，例如低屈服点钢阻尼器等，在较大的地震荷载作用后，必须对受损的阻尼器进行更换或对其核心耗能构件进行更换才能保证阻尼器的循环使用。Among them, the metal damper has become the first choice for most old buildings due to its simple mechanical properties, good energy dissipation effect and low cost. However, most metal dampers are disposable devices, such as low yield point steel dampers, etc. After a large earthquake load is applied, the damaged damper must be replaced or its core energy-dissipating components must be replaced In order to ensure the cyclic use of the damper.
发明内容Contents of the invention
发明目的：本发明的目的是提供一种减震效果强且无需更换核心耗能构件即可实现循环使用的自复位弯曲耗能的金属阻尼器。Purpose of the invention: The purpose of the invention is to provide a self-resetting bending energy-dissipating metal damper that has a strong shock-absorbing effect and can be recycled without replacing the core energy-dissipating components.
技术方案：本发明自复位弯曲耗能的金属阻尼器，包括由与建筑结构件相连接的导杆连接部及设于该导杆连接部一端的圆柱体组合而成的滑动导杆、套设于滑动导杆上的防护壳以及对称设于滑动导杆及防护壳之间的弧形耗能板，所述弧形耗能板的两端与防护壳间均设有弹簧。Technical solution: The self-resetting bending energy-consuming metal damper of the present invention includes a sliding guide rod composed of a guide rod connection part connected to a building structure and a cylinder arranged at one end of the guide rod connection part, and a sleeve The protective case on the sliding guide rod and the arc-shaped energy dissipation plate symmetrically arranged between the sliding guide rod and the protective case, springs are arranged between the two ends of the arc-shaped energy dissipation plate and the protective case.
进一步说，本发明对称设置的弧形耗能板的厚度与圆柱体的直径之和等于防护壳的内侧间距。弧形耗能板的两端延伸设有连接块，弹簧的一端固定连接在该连接块上，另一端固定连接在防护壳内侧壁上。Further speaking, the sum of the thickness of the symmetrically arranged arc-shaped energy-dissipating plates and the diameter of the cylinder in the present invention is equal to the inner distance of the protective shell. Both ends of the arc-shaped energy dissipation plate are extended with connection blocks, one end of the spring is fixedly connected to the connection block, and the other end is fixedly connected to the inner wall of the protective shell.
再进一步说，本发明的防护壳包括平行设置的上防护壳、下防护壳以及与建筑结构件相连接的防护壳连接部。上防护壳和下防护壳的两侧间均设有盖板。上防护壳和下防护壳间通过栓杆连接固定。弧形耗能板通过螺栓固定连接在防护壳内侧壁上。Still further, the protective shell of the present invention includes an upper protective shell, a lower protective shell, and a protective shell connection part connected with building structural parts arranged in parallel. Both sides of the upper protective shell and the lower protective shell are provided with cover plates. The upper protective shell and the lower protective shell are connected and fixed by bolt rods. The arc-shaped energy-dissipating plate is fixedly connected to the inner wall of the protective shell by bolts.
更进一步说，本发明导杆连接部上开设有与建筑结构件相连接的螺纹孔。防护壳连接部上开设有与建筑结构件相连接的螺纹孔。Furthermore, in the present invention, the connecting portion of the guide rod is provided with a threaded hole connected with the building structure. The connecting part of the protective shell is provided with a threaded hole connected with the building structure.
有益效果：与现有技术相比，本发明的显著优点为：该自复位弯曲耗能的金属阻尼器通过弧形金属耗能板的塑性弯曲变形来实现耗能，且能够通过选用不同屈服强度、不同厚度的弧形金属耗能板以及不同刚度等级的弹簧来调整阻尼器减震能力，力学性能简单并拆卸方便，价格低廉，能够实现自我修复，在建筑结构中能够循环使用。Beneficial effects: Compared with the prior art, the significant advantage of the present invention is that the self-resetting bending energy-dissipating metal damper realizes energy dissipation through the plastic bending deformation of the arc-shaped metal energy-dissipating plate, and can be selected with different yield strengths , arc-shaped metal energy-dissipating plates of different thicknesses and springs of different stiffness levels are used to adjust the shock-absorbing capacity of the damper. The mechanical properties are simple, easy to disassemble, low in price, self-repairing, and reusable in building structures.
附图说明Description of drawings
图1为本发明金属阻尼器的内部结构示意图；Fig. 1 is the internal structure schematic diagram of metal damper of the present invention;
图2为本发明滑动导杆的结构示意图；Fig. 2 is the structural representation of sliding guide rod of the present invention;
图3为本发明防护壳的结构示意图；Fig. 3 is the structural representation of protective case of the present invention;
图4为本发明盖板的结构示意图。Fig. 4 is a schematic structural view of the cover plate of the present invention.
具体实施方式Detailed ways
下面结合附图对本发明的技术方案做进一步详细说明。The technical solution of the present invention will be described in further detail below in conjunction with the accompanying drawings.
本发明自复位弯曲耗能的金属阻尼器，如图1所示，包括滑动导杆3、套设于滑动导杆3上的防护壳4以及对称设于滑动导杆3与防护壳4两内侧间的弧形耗能板5，弧形耗能板5的两端与防护壳4间均设有弹簧6，优选的，弧形耗能板5的两端可延伸设有连接块7，弹簧6的一端固定连接在该连接块7上，另一端固定连接在防护壳4内侧壁上。The self-resetting bending energy-consuming metal damper of the present invention, as shown in Figure 1, includes a sliding guide rod 3, a protective shell 4 sleeved on the sliding guide rod 3, and symmetrically arranged on the inner sides of the sliding guide rod 3 and the protective shell 4 Between the arc-shaped energy dissipation plate 5, springs 6 are provided between the two ends of the arc-shaped energy dissipation plate 5 and the protective shell 4. Preferably, the two ends of the arc-shaped energy dissipation plate 5 can be extended with connecting blocks 7, and the springs One end of 6 is fixedly connected to the connection block 7, and the other end is fixedly connected to the inner wall of the protective shell 4.
其中，滑动导杆3包括与建筑结构件相连接的导杆连接部1及设于该导杆连接部1一端的圆柱体2，如图2所示。弧形耗能板5通过螺栓固定连接在防护壳4内侧壁上，且圆柱体2位于弧形耗能板5的正中间并与弧形耗能板5相贴合设置，即对称设置的弧形耗能板5的厚度与圆柱体2的直径之和等于防护壳4的内侧间距。Wherein, the sliding guide rod 3 includes a guide rod connection part 1 connected with a building structure and a cylinder 2 arranged at one end of the guide rod connection part 1 , as shown in FIG. 2 . The arc-shaped energy-dissipating plate 5 is fixedly connected to the inner wall of the protective shell 4 by bolts, and the cylinder 2 is located in the middle of the arc-shaped energy-dissipating plate 5 and is arranged in close contact with the arc-shaped energy-dissipating plate 5, that is, a symmetrically arranged arc The sum of the thickness of the energy-dissipating plate 5 and the diameter of the cylinder 2 is equal to the inner distance of the protective shell 4 .
防护壳4包括平行设置的上防护壳8、下防护壳9以及与建筑结构件相连接的防护壳连接部10，如图3所示。上防护壳8和下防护壳9的两侧间均设有盖板11，如图4所示，且上防护壳8和下防护壳9间通过栓杆12连接固定。The protective shell 4 includes an upper protective shell 8 , a lower protective shell 9 arranged in parallel, and a protective shell connecting portion 10 connected with the building structure, as shown in FIG. 3 . Both sides of the upper protective case 8 and the lower protective case 9 are provided with cover plates 11, as shown in FIG.
防护壳连接部10上开设有与建筑结构件相连接的螺纹孔。导杆连接部1上开设有与建筑结构件相连接的螺纹孔。且对应地，各部件之间的连接均可通过设置螺纹孔，利用螺栓进行连接。The connecting portion 10 of the protective case is provided with a threaded hole connected with the building structure. The connecting part 1 of the guide rod is provided with a threaded hole connected with the building structure. And correspondingly, the connections between the components can be connected by bolts by providing threaded holes.
工作原理：在受到地震或风荷载横向水平力作用时，该阻尼器的滑动导杆3产生横向位移，滑动导杆3端部的圆柱体2跟随移动，对称设置于防护壳4内部的弧形耗能板5因与圆柱体2直接接触，从而会限制与减小滑动导杆3的进一步位移，而圆柱体2就会使得弧形耗能板5产生形变，利用其塑性弯曲变形达到消能减震的效果。设置于弧形耗能板5两端的弹簧用于提供给金属阻尼器的附加刚度，可调节弧形耗能板5的变形量，并且实现弧形耗能板5发生形变后的复位。Working principle: When subjected to the lateral horizontal force of earthquake or wind load, the sliding guide rod 3 of the damper produces a lateral displacement, and the cylinder 2 at the end of the sliding guide rod 3 moves accordingly, and is symmetrically arranged in the arc shape inside the protective shell 4 The energy dissipation plate 5 is in direct contact with the cylinder 2, which will limit and reduce the further displacement of the sliding guide rod 3, and the cylinder 2 will cause the arc-shaped energy dissipation plate 5 to deform, and use its plastic bending deformation to achieve energy dissipation Shock-absorbing effect. The springs arranged at both ends of the arc-shaped energy-dissipating plate 5 are used to provide additional stiffness to the metal damper, to adjust the deformation of the arc-shaped energy-dissipating plate 5 , and to realize the reset of the arc-shaped energy-dissipating plate 5 after deformation.
Claims (9)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910658939.XA CN110453800A (en) | 2019-07-22 | 2019-07-22 | A self-resetting bending energy-dissipating metal damper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910658939.XA CN110453800A (en) | 2019-07-22 | 2019-07-22 | A self-resetting bending energy-dissipating metal damper |
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 self-resetting bending energy-dissipating metal damper |
Country Status (1)
| Country | Link |
|---|---|
| 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 | An assembled lightweight metal damper capable of multi-stage energy dissipation and vibration reduction |
| 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 | A metal damper with self-reset deformation and energy consumption |
| 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 | An assembled lightweight metal damper capable of multi-stage energy dissipation and vibration reduction |
| 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 | A metal damper with self-reset deformation and energy consumption |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110453800A (en) | A self-resetting bending energy-dissipating metal damper | |
| CN105317135B (en) | A kind of ancient architecture gallows timber Tenon friction of joint damper | |
| CN103774551B (en) | A kind of three-dimensional isolation device | |
| CN111962703A (en) | Self-resetting buckling-restrained brace and energy dissipation method thereof | |
| CN203440942U (en) | Parallel-type graded yielding buckling-restrained energy dissipation support | |
| CN106639457A (en) | Combined windproof anti-shock coupling beam energy dissipation device | |
| CN205134597U (en) | Gallows timber tenon fourth of twelve earthly branches node friction damper is built to gu | |
| CN209429306U (en) | A replaceable two-way composite energy-dissipating mild steel damper | |
| CN101575882A (en) | Mixed type shape memory alloy multi-dimensional vibration isolator | |
| CN108331193A (en) | A kind of square sleeve cartridge type Self-resetting metal friction damper | |
| CN106639469A (en) | Phased yield type mild steel damper | |
| CN106759927A (en) | A kind of tandem type laminated rubber spring three-dimensional compounded shock isolating pedestal | |
| CN105240434A (en) | Disc spring quasi-zero stiffness vibration isolator | |
| CN108104299A (en) | The shock-dampening method of grading damper | |
| CN107419814B (en) | Graded shock absorbers | |
| CN207646930U (en) | A kind of replaceable perpendicular wave mild steel damper | |
| CN207846738U (en) | One kind being based on SMA tuned mass dampers | |
| CN104674974B (en) | The viscous anti-buckling support of consuming type | |
| CN205637217U (en) | Double -walled steel damping antidetonation device | |
| CN110847406A (en) | A new replaceable corrugated viscous spring combined mild steel damper | |
| CN205474809U (en) | Shock-absorbing structure of bridge | |
| CN105201098B (en) | Without energy consuming support | |
| CN102296702A (en) | Shape memory alloy self-resetting multi-dimensional shock insulation support | |
| CN105821984A (en) | A squeeze energy dissipation damper | |
| CN206800690U (en) | A kind of grading damper |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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 |
Application publication date: 20191115 |
|
| RJ01 | Rejection of invention patent application after publication |