CN201301502Y - Rubber lead core damper - Google Patents
Rubber lead core damper Download PDFInfo
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- CN201301502Y CN201301502Y CNU2008201928065U CN200820192806U CN201301502Y CN 201301502 Y CN201301502 Y CN 201301502Y CN U2008201928065 U CNU2008201928065 U CN U2008201928065U CN 200820192806 U CN200820192806 U CN 200820192806U CN 201301502 Y CN201301502 Y CN 201301502Y
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- lead core
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E60/00—Enabling technologies; Technologies with a potential or indirect contribution to GHG emissions mitigation
- Y02E60/10—Energy storage using batteries
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Abstract
本实用新型公开了一种橡胶铅芯阻尼器。其结构为:第二钢板置于二块中间钢板之间,并一同置于二块第一钢板之间,各块钢板之间分别设置有橡胶片,并通过硫化粘接在一起,形成复合件;在复合件的中部开有铅芯孔,在铅芯孔的两边设置有环板;铅芯位于铅芯孔中,所述复合件置于二块夹板之间,并通过螺栓固定;在铅芯两端设置有垫板;在垫板的两端再安装有碟形弹簧;在碟形弹簧上设置有盖板,并通过螺栓固定;复合件的两端分别焊接有连接钢板。本实用新型橡胶铅芯阻尼器通过对铅芯施加三向压力,使其在发生剪切变形时产生阻尼力,从而消耗结构中的振动能量。该橡胶铅芯阻尼器具有使用寿命长、提供的阻尼力大并可靠、构造简单、制作方便、价格便宜等优点。
The utility model discloses a rubber lead core damper. Its structure is: the second steel plate is placed between the two middle steel plates, and placed between the two first steel plates together, rubber sheets are respectively arranged between each steel plate, and are bonded together by vulcanization to form a composite part ; There is a lead core hole in the middle of the composite part, and ring plates are arranged on both sides of the lead core hole; the lead core is located in the lead core hole, and the composite part is placed between two splints and fixed by bolts; Backing plates are arranged at both ends of the core; disc springs are installed at both ends of the backing plate; cover plates are arranged on the disc springs and fixed by bolts; connecting steel plates are welded at both ends of the composite part. The rubber lead core damper of the utility model exerts three-way pressure on the lead core to make it generate damping force when shear deformation occurs, thereby consuming the vibration energy in the structure. The lead rubber damper has the advantages of long service life, large and reliable damping force, simple structure, convenient manufacture, cheap price and the like.
Description
技术领域 technical field
本实用新型涉及一种阻尼器,具体为一种橡胶铅芯阻尼器,它可以作为土木工程结构在大风、地震作用下的振动控制装置。The utility model relates to a damper, in particular to a rubber lead core damper, which can be used as a vibration control device for civil engineering structures under the action of strong winds and earthquakes.
背景技术 Background technique
结构振动控制就是通过在结构中设置振动控制装置来消耗和吸收振动能量,从而降低结构的动力响应,提高结构的可靠度。耗能减振的装置通常称为阻尼器。近年来的研究表明:土木工程可以通过在结构中设置阻尼器来有效抑制由大风、地震等引起的振动。目前国内市场上虽然已有:金属屈服阻尼器、摩擦阻尼器、粘性液体阻尼器、调谐质量阻尼器等各种阻尼器,但该领域的应用研究在土木工程界还处于起步阶段,因此,还需要研制各种适合不同结构、不同要求的阻尼器以满足工程的需求。同时,近年来运用阻尼器减振的领域也越来越多,因此开发更加实用有效的消能减振装置,是很有必要的。Structural vibration control is to consume and absorb vibration energy by setting vibration control devices in the structure, thereby reducing the dynamic response of the structure and improving the reliability of the structure. Devices that dissipate energy and damp vibrations are often called dampers. Studies in recent years have shown that civil engineering can effectively suppress vibrations caused by strong winds, earthquakes, etc. by setting dampers in the structure. Although there are various dampers in the domestic market: metal yield dampers, friction dampers, viscous liquid dampers, tuned mass dampers, etc., the application research in this field is still in its infancy in the field of civil engineering. It is necessary to develop various dampers suitable for different structures and different requirements to meet the needs of the project. At the same time, in recent years, there are more and more fields using dampers for vibration reduction, so it is necessary to develop more practical and effective energy dissipation and vibration reduction devices.
发明内容 Contents of the invention
本实用新型的目的是提供一种橡胶铅芯阻尼器,该阻尼器性能稳定、安全有效、构造简单,并且造价低廉,施工维护方便,具有较大耗能能力。The purpose of the utility model is to provide a rubber lead damper, which has stable performance, safety and effectiveness, simple structure, low cost, convenient construction and maintenance, and large energy consumption capacity.
为实现上述目的,本实用新型提供的橡胶铅芯阻尼器的结构为:第二钢板置于二块中间钢板之间,并一同置于二块第一钢板之间,各块钢板之间分别设置有橡胶片,并通过硫化粘接在一起,形成复合件;在复合件的中部开有铅芯孔,在铅芯孔的两边设置有环板;铅芯位于铅芯孔中,所述复合件置于二块夹板之间,并通过螺栓固定;在铅芯两端设置有垫板;在垫板的两端再安装有碟形弹簧;在碟形弹簧上设置有盖板,并通过螺栓固定;复合件的两端分别焊接有连接钢板。In order to achieve the above purpose, the structure of the rubber lead damper provided by the utility model is: the second steel plate is placed between the two middle steel plates, and is placed between the two first steel plates together, and each steel plate is respectively arranged There are rubber sheets, which are bonded together by vulcanization to form a composite part; a lead core hole is opened in the middle of the composite part, and ring plates are arranged on both sides of the lead core hole; the lead core is located in the lead core hole, and the composite part Placed between two splints and fixed by bolts; there are backing plates at both ends of the lead core; disc springs are installed at both ends of the backing plate; a cover plate is set on the disc springs and fixed by bolts ; Both ends of the composite part are respectively welded with connecting steel plates.
本实用新型橡胶铅芯阻尼器通过对铅芯施加三向压力,使其在发生剪切变形时产生阻尼力,从而消耗结构中的振动能量。当铅芯处于剪切变形状态时,由于铅芯孔体积变小,铅芯自然三向受压。当铅芯处于中间无变形位置时,其环向压力则需由夹板通过拧紧螺栓,迫使橡胶竖向变形,改变铅芯孔的直径而产生;铅芯的竖向压力,则由盖板通过迫使碟形弹簧变形而产生。由于铅具有塑性高、强度低、重塑能力强的特点,即在动态往复变形时具有再结晶能力;而橡胶在钢板的紧压下,除周边一圈外与空气隔绝,不会发生老化腐蚀。因此,该橡胶铅芯阻尼器具有使用寿命长、提供的阻尼力大并可靠、构造简单、制作方便、价格便宜等优点。The rubber lead core damper of the utility model exerts three-way pressure on the lead core to make it generate damping force when shear deformation occurs, thereby consuming the vibration energy in the structure. When the lead core is in a state of shear deformation, the lead core is naturally compressed in three directions due to the smaller hole volume of the lead core. When the lead core is in the middle position without deformation, its hoop pressure needs to be generated by the splint by tightening the bolts to force the rubber to deform vertically and change the diameter of the lead core hole; the vertical pressure of the lead core is forced by the cover plate Produced by disc spring deformation. Because lead has the characteristics of high plasticity, low strength, and strong reshaping ability, that is, it has recrystallization ability during dynamic reciprocating deformation; while rubber is isolated from the air except for the surrounding circle under the tight pressure of the steel plate, and will not age and corrode. . Therefore, the lead rubber damper has the advantages of long service life, large and reliable damping force, simple structure, convenient manufacture, and low price.
附图说明 Description of drawings
图1为本实用新型橡胶铅芯阻尼器的俯视图。Fig. 1 is the top view of the utility model rubber lead damper.
图2为图1的A-A剖视图。Fig. 2 is a sectional view along A-A of Fig. 1 .
图3为图1的B-B剖视图。Fig. 3 is a B-B sectional view of Fig. 1 .
具体实施方式 Detailed ways
本实用新型阻尼器的工作原理是:通过夹板、碟形弹簧对橡胶和铅芯施加预压力,使橡胶和铅芯由剪切变形而产生阻尼力,从而消耗结构中的振动能量。其中铅芯在三向受压的状态下沿剪切变形方向(后简称水平向)提供阻尼力;橡胶除了与铅芯同时发生剪切变形时提供阻尼力外,还起着在铅芯的环向提供约束力的作用;钢板在铅芯的竖向(后简称竖向)起着连接橡胶、约束橡胶的作用,在水平向与结构相连则起着传递位移、带动阻尼器发生剪切变形的作用;夹板在竖向通过拧紧螺栓,给橡胶施加预压力,以提高橡胶对铅芯的约束力,特别当铅芯处于中间无位移状态时给其施加环向压力;盖板则通过迫使碟形弹簧变形,在竖向给铅芯施加预压力;橡胶间的中间钢板则起着调节铅芯高度的作用。下面结合附图和实例对本实用新型作进一步详细的说明。The working principle of the damper of the utility model is: apply pre-pressure to the rubber and lead core through splints and disc springs, so that the rubber and lead cores are sheared and deformed to generate damping force, thereby consuming the vibration energy in the structure. Among them, the lead core provides damping force along the shear deformation direction (hereinafter referred to as the horizontal direction) under the state of three-way compression; rubber not only provides damping force when shear deformation occurs simultaneously with the lead core, but also plays a role in the ring of the lead core. The steel plate plays the role of connecting and restraining the rubber in the vertical direction of the lead core (hereinafter referred to as the vertical direction), and plays the role of transmitting displacement and driving the damper to shear deformation when connected with the structure in the horizontal direction. Function; the splint exerts pre-pressure on the rubber by tightening the bolts in the vertical direction to improve the binding force of the rubber to the lead core, especially when the lead core is in a state of no displacement in the middle, it applies a hoop pressure to it; the cover plate forces the disc shape The spring deforms to apply preload to the lead core vertically; the middle steel plate between the rubbers plays a role in adjusting the height of the lead core. Below in conjunction with accompanying drawing and example the utility model is described in further detail.
由图1~图3所示,本实用新型阻尼器包括:第一钢板1、第二钢板2、橡胶片3、中间钢板4、夹板5、环板6、铅芯7、垫板8、碟形弹簧9、盖板10、螺栓11和连接钢板12。As shown in Figures 1 to 3, the utility model damper includes: a first steel plate 1, a second steel plate 2, a rubber sheet 3, an intermediate steel plate 4, a splint 5, a ring plate 6, a lead core 7, a backing plate 8, a disc Shape spring 9,
第二钢板2置于二块中间钢板4之间,并一同置于二块第一钢板1之间,各块钢板之间分别用橡胶片3和粘接剂,通过硫化粘接在一起,形成复合件;在复合件的中部开有铅芯孔,在铅芯孔的两边焊上环板6;铅芯7压入铅芯孔中后,将所述复合件置于二块夹板5之间,用螺栓13固定;在铅芯7两端放上垫板8;在垫板8的两端再安装碟形弹簧9;在碟形弹簧9上盖上盖板10,用螺栓11固定;复合件的两端分别焊接上连接钢板12。The second steel plate 2 is placed between the two middle steel plates 4, and is placed between the two first steel plates 1 together, and the rubber sheets 3 and adhesives are respectively used between the steel plates to bond together through vulcanization to form Composite part; a lead core hole is opened in the middle of the composite part, and ring plates 6 are welded on both sides of the lead core hole; after the lead core 7 is pressed into the lead core hole, the composite part is placed between two splints 5 , fixed with
通过拧紧螺栓13,压紧第一钢板1,使橡胶片3变形,对铅芯7产生环向压力。通过拧紧螺栓11,迫使碟形弹簧9变形,对铅芯7施加竖向压力。By tightening the
连接钢板12的形状可根据阻尼器在结构中的连接方式而改变;铅芯的直径、橡胶的硬度应根据阻尼器参数要求而定;铅芯可选用9999的铅制作;螺栓的直径,叠形弹簧的型号应根据预压力的要求确定;中间钢板、环板的厚度应根据铅芯的高度要求确定。The shape of the connecting
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201928065U CN201301502Y (en) | 2008-11-19 | 2008-11-19 | Rubber lead core damper |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201928065U CN201301502Y (en) | 2008-11-19 | 2008-11-19 | Rubber lead core damper |
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| CN201301502Y true CN201301502Y (en) | 2009-09-02 |
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| CNU2008201928065U Expired - Fee Related CN201301502Y (en) | 2008-11-19 | 2008-11-19 | Rubber lead core damper |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102146704A (en) * | 2011-03-23 | 2011-08-10 | 中天建设集团有限公司 | Building shock isolation device |
| CN102155057A (en) * | 2011-05-18 | 2011-08-17 | 东南大学 | Assembled lead shear damper |
| CN102182256A (en) * | 2011-03-16 | 2011-09-14 | 上海英谷桥梁科技有限公司 | High-damping rubber fluid viscoelastic damper and manufacturing method thereof |
| CN102312491A (en) * | 2011-07-08 | 2012-01-11 | 华中科技大学 | Metal sand damper |
| CN102587530A (en) * | 2012-02-17 | 2012-07-18 | 华中科技大学 | Design method of viscous liquid damper for adjacent building structures |
| CN103216020A (en) * | 2013-04-01 | 2013-07-24 | 东华理工大学 | Stress adjustment device for lead extrusion damper |
| CN103758211A (en) * | 2013-12-20 | 2014-04-30 | 广西科技大学 | Lead core rubber bearing |
| CN106906912A (en) * | 2017-04-25 | 2017-06-30 | 沈阳建筑大学 | A kind of spacing bearing that consumes energy stage by stage |
-
2008
- 2008-11-19 CN CNU2008201928065U patent/CN201301502Y/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102182256A (en) * | 2011-03-16 | 2011-09-14 | 上海英谷桥梁科技有限公司 | High-damping rubber fluid viscoelastic damper and manufacturing method thereof |
| CN102182256B (en) * | 2011-03-16 | 2012-12-19 | 上海英谷桥梁科技有限公司 | High-damping rubber fluid viscoelastic damper and manufacturing method thereof |
| CN102146704A (en) * | 2011-03-23 | 2011-08-10 | 中天建设集团有限公司 | Building shock isolation device |
| CN102146704B (en) * | 2011-03-23 | 2012-03-21 | 中天建设集团有限公司 | Building shock isolation device |
| CN102155057B (en) * | 2011-05-18 | 2012-08-22 | 东南大学 | Assembled lead shear damper |
| CN102155057A (en) * | 2011-05-18 | 2011-08-17 | 东南大学 | Assembled lead shear damper |
| CN102312491A (en) * | 2011-07-08 | 2012-01-11 | 华中科技大学 | Metal sand damper |
| CN102587530A (en) * | 2012-02-17 | 2012-07-18 | 华中科技大学 | Design method of viscous liquid damper for adjacent building structures |
| CN102587530B (en) * | 2012-02-17 | 2013-12-25 | 华中科技大学 | Design method of viscous liquid damper for adjacent building structures |
| CN103216020A (en) * | 2013-04-01 | 2013-07-24 | 东华理工大学 | Stress adjustment device for lead extrusion damper |
| CN103758211A (en) * | 2013-12-20 | 2014-04-30 | 广西科技大学 | Lead core rubber bearing |
| CN106906912A (en) * | 2017-04-25 | 2017-06-30 | 沈阳建筑大学 | A kind of spacing bearing that consumes energy stage by stage |
| CN106906912B (en) * | 2017-04-25 | 2022-06-21 | 沈阳建筑大学 | Staged energy consumption limiting support |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090902 Termination date: 20131119 |