CN118531915A - High-performance composite friction damper - Google Patents
High-performance composite friction damper Download PDFInfo
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- CN118531915A CN118531915A CN202410577389.XA CN202410577389A CN118531915A CN 118531915 A CN118531915 A CN 118531915A CN 202410577389 A CN202410577389 A CN 202410577389A CN 118531915 A CN118531915 A CN 118531915A
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- 239000002131 composite material Substances 0.000 title claims abstract description 24
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims abstract description 38
- 238000013016 damping Methods 0.000 claims abstract description 37
- 230000009471 action Effects 0.000 claims description 5
- 239000000463 material Substances 0.000 claims 1
- 238000006073 displacement reaction Methods 0.000 abstract description 19
- 238000010521 absorption reaction Methods 0.000 abstract description 7
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- 101100012902 Saccharomyces cerevisiae (strain ATCC 204508 / S288c) FIG2 gene Proteins 0.000 description 1
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- 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
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- 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
- E04H9/0237—Structural braces with damping devices
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Abstract
本发明公开了一种高性能复合摩擦阻尼器,涉及阻尼器技术领域,包括连接组件、摩擦组件、紧固组件、限位组件;连接组件包括外连接件、内连接件、黏弹阻尼件;内连接件的端面上设有摩擦部;摩擦组件包括摩擦芯板,摩擦芯板与摩擦部接触连接;紧固组件包括紧固件、锁紧件;限位组件包括第一限位部、第二限位部;当地震位移小于限位块与摩擦芯板距离时,一阶黏弹耗能单元耗能,输出一阶阻尼力;当地震位移大于第一限位部与摩擦芯板距离时,外连接件带动摩擦芯板滑动,黏弹耗能单元与摩擦耗能单元一起工作,输出二阶阻尼力,满足不同场景下耗能需求,且阻尼力随位移增加呈现递增趋势,耗能减震效果明显。
The invention discloses a high-performance composite friction damper, which relates to the technical field of dampers, and comprises a connecting component, a friction component, a fastening component and a limiting component; the connecting component comprises an external connecting piece, an internal connecting piece and a viscoelastic damping piece; a friction part is arranged on the end surface of the internal connecting piece; the friction component comprises a friction core plate, which is in contact and connected with the friction part; the fastening component comprises a fastener and a locking piece; the limiting component comprises a first limiting part and a second limiting part; when the seismic displacement is less than the distance between the limiting block and the friction core plate, a first-order viscoelastic energy dissipation unit dissipates energy and outputs a first-order damping force; when the seismic displacement is greater than the distance between the first limiting part and the friction core plate, the external connecting piece drives the friction core plate to slide, and the viscoelastic energy dissipation unit works together with the friction energy dissipation unit to output a second-order damping force, so as to meet the energy dissipation requirements in different scenarios, and the damping force shows an increasing trend with the increase of displacement, and the energy dissipation and shock absorption effect is obvious.
Description
技术领域Technical Field
本发明涉及阻尼器技术领域,具体涉及一种高性能复合摩擦阻尼器。The invention relates to the technical field of dampers, and in particular to a high-performance composite friction damper.
背景技术Background Art
在结构中加入阻尼器来控制结构的地震反应是结构减震控制技术中一种有效、安全、可靠、经济的减震方法,阻尼器在既有建筑加固和新建建筑中得到了大量应用,具有良好的社会效益和经济优势,目前常见阻尼器有速度型阻尼器,包含黏滞阻尼器、黏弹性阻尼器;位移型阻尼器,包含屈曲约束支撑、金属屈服型阻尼器及摩擦阻尼器。但目前阻尼器仅可单阶耗能,无法满足结构在复杂环境下的减震要求,不具备满足不同震级耗能需求功能,为此行业内提出了各式多阶阻尼器、复合型阻尼器,但多数方案存在结构复杂、所需安装空间大等问题。Adding dampers to structures to control the seismic response of structures is an effective, safe, reliable and economical shock absorption method in structural shock absorption control technology. Dampers have been widely used in the reinforcement of existing buildings and new buildings, and have good social benefits and economic advantages. At present, common dampers include velocity dampers, including viscous dampers and viscoelastic dampers; displacement dampers, including buckling restrained supports, metal yield dampers and friction dampers. However, at present, dampers can only dissipate energy in a single order, which cannot meet the shock absorption requirements of structures in complex environments, and do not have the function of meeting the energy consumption requirements of different earthquake magnitudes. For this reason, various multi-order dampers and composite dampers have been proposed in the industry, but most solutions have problems such as complex structures and large installation space.
发明内容Summary of the invention
本发明的主要目的在于提供一种高性能复合摩擦阻尼器,用于解决现有的阻尼器难以满足不同震级耗能需求功能及结构复杂、安装空间大的问题。The main purpose of the present invention is to provide a high-performance composite friction damper to solve the problems that the existing dampers are difficult to meet the energy consumption requirements of different earthquake magnitudes and have complex structures and large installation space.
为实现上述目的,本发明提供了一种高性能复合摩擦阻尼器,包括:To achieve the above object, the present invention provides a high-performance composite friction damper, comprising:
连接组件,包括外连接件、内连接件;所述外连接件、所述内连接件之间设有黏弹阻尼件;所述黏弹阻尼件采用黏弹耗能材料;所述内连接件的端面上设有摩擦部;A connecting component, comprising an outer connecting member and an inner connecting member; a viscoelastic damping member is arranged between the outer connecting member and the inner connecting member; the viscoelastic damping member is made of a viscoelastic energy-absorbing material; and a friction portion is arranged on the end surface of the inner connecting member;
摩擦组件,包括设置在两组相对的内连接件之间的摩擦芯板;所述摩擦芯板与摩擦部接触;The friction assembly comprises a friction core plate disposed between two sets of opposite inner connecting members; the friction core plate is in contact with the friction portion;
紧固组件,包括穿设在两组内连接板之间的紧固件、可拆卸的设置在紧固件上的锁紧件;所述锁紧件在外力作用下为两组内连接件提供预紧力,以将摩擦芯板夹持在两组内连接件之间;The fastening assembly includes a fastener inserted between two sets of inner connecting plates and a detachable locking member disposed on the fastener; the locking member provides a pre-tightening force for the two sets of inner connecting members under the action of an external force, so as to clamp the friction core plate between the two sets of inner connecting members;
限位组件,包括设置在外连接件上的第一限位部、设置在摩擦芯板上的第二限位部。The limiting component comprises a first limiting part arranged on the outer connecting member and a second limiting part arranged on the friction core plate.
作为本发明的进一步改进,所述外连接件包括外连接板;所述内连接件包括内连接板,外连接板、内连接板的其中一端通过黏弹阻尼件分别相互搭接,以使外连接板、内连接板的另外一端相互错位;所述外连接板、所述内连接板相互错位的端头上分别设有第一销轴孔、第二销轴孔;所述摩擦芯板的一端超出内连接板与外连接板搭接的一端且与外连接板远离内连接板的一端存在间距;所述黏弹阻尼件包括橡胶层;所述橡胶层与外连接板、内连接板一体连接。As a further improvement of the present invention, the external connecting member includes an external connecting plate; the internal connecting member includes an internal connecting plate, and one end of the external connecting plate and the inner connecting plate are overlapped with each other through a viscoelastic damping member so that the other ends of the external connecting plate and the inner connecting plate are staggered with each other; a first pin shaft hole and a second pin shaft hole are respectively provided on the mutually staggered end heads of the external connecting plate and the inner connecting plate; one end of the friction core plate extends beyond the end of the inner connecting plate where the outer connecting plate is overlapped and there is a gap between the end of the outer connecting plate away from the inner connecting plate; the viscoelastic damping member includes a rubber layer; the rubber layer is integrally connected to the external connecting plate and the inner connecting plate.
作为本发明的进一步改进,所述内连接板的侧端超出外连接板的侧端形成连接部;所述连接部上间隔设有通孔;所述紧固件包括螺栓;所述螺栓的一端穿过通孔;所述锁紧件包括依次套设在螺栓上的垫片、碟簧、螺母;所述螺帽与螺栓螺纹连接。As a further improvement of the present invention, the side end of the inner connecting plate extends beyond the side end of the outer connecting plate to form a connecting portion; through holes are provided at intervals on the connecting portion; the fastener includes a bolt; one end of the bolt passes through the through hole; the locking member includes a gasket, a disc spring, and a nut which are sequentially sleeved on the bolt; and the nut is threadedly connected to the bolt.
作为本发明的进一步改进,所述摩擦部包括摩擦层;所述摩擦层设置在内连接板远离外连接板的端上。As a further improvement of the present invention, the friction portion comprises a friction layer; the friction layer is arranged on the end of the inner connecting plate away from the outer connecting plate.
作为本发明的进一步改进,所述第一限位部包括间隔设置在外连接板上的两组限位块,两组限位块之间存在间距形成滑移空间;所述第二限位部包括设置在摩擦芯板超出内连接板端头上的限位板;所述限位板与摩擦芯板垂直连接,限位板位于滑移空间内。As a further improvement of the present invention, the first limiting part includes two groups of limiting blocks spaced apart on the outer connecting plate, and a spacing between the two groups of limiting blocks forms a sliding space; the second limiting part includes a limiting plate spaced apart on the end of the friction core plate extending beyond the inner connecting plate; the limiting plate is vertically connected to the friction core plate, and the limiting plate is located in the sliding space.
作为本发明的进一步改进,所述限位板位于滑移空间的正中心。As a further improvement of the present invention, the limit plate is located at the exact center of the sliding space.
作为本发明的进一步改进,所述第一限位部为上连接板上的第一销轴孔;所述第二限位部为设置在摩擦芯板上的第三销轴孔;所述第一销轴孔与第三销轴孔同轴心设置。As a further improvement of the present invention, the first limiting portion is a first pin shaft hole on the upper connecting plate; the second limiting portion is a third pin shaft hole arranged on the friction core plate; the first pin shaft hole and the third pin shaft hole are arranged coaxially.
本发明的有益效果体现在:The beneficial effects of the present invention are embodied in:
通过外连接件上第一限位部与摩擦芯板配合,当地震位移小于限位块与摩擦芯板距离时,一阶黏弹耗能单元耗能,输出一阶阻尼力;当地震位移大于第一限位部与摩擦芯板距离时,外连接件带动摩擦芯板滑动,黏弹耗能单元与摩擦耗能单元一起工作,输出二阶阻尼力,满足不同场景下耗能需求,且阻尼力随位移增加呈现递增趋势,耗能减震效果明显;阻尼器两个耗能单元工作时不会相互影响,性能稳定。Through the cooperation between the first limit part on the external connection part and the friction core plate, when the seismic displacement is less than the distance between the limit block and the friction core plate, the first-order viscoelastic energy dissipation unit consumes energy and outputs a first-order damping force; when the seismic displacement is greater than the distance between the first limit part and the friction core plate, the external connection part drives the friction core plate to slide, and the viscoelastic energy dissipation unit works together with the friction energy dissipation unit to output a second-order damping force to meet the energy dissipation requirements in different scenarios, and the damping force shows an increasing trend with the increase of displacement, and the energy dissipation and shock absorption effect is obvious; the two energy dissipation units of the damper will not affect each other when working, and the performance is stable.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1为本发明一种高性能复合摩擦阻尼器的整体结构示意图;FIG1 is a schematic diagram of the overall structure of a high-performance composite friction damper of the present invention;
图2为本发明一种高性能复合摩擦阻尼器的外连接板、橡胶层、内连接板连接结构示意图;FIG2 is a schematic diagram of the connection structure of an outer connecting plate, a rubber layer, and an inner connecting plate of a high-performance composite friction damper of the present invention;
图3为本发明一种高性能复合摩擦阻尼器的内连接板主视图;FIG3 is a front view of an inner connecting plate of a high performance composite friction damper of the present invention;
图4为本发明一种高性能复合摩擦阻尼器的滑移空间结构示意图;FIG4 is a schematic diagram of the sliding space structure of a high-performance composite friction damper of the present invention;
图5为本发明一种高性能复合摩擦阻尼器与外部建筑物连接示意图;FIG5 is a schematic diagram of the connection between a high-performance composite friction damper and an external building according to the present invention;
图6为本发明一种高性能复合摩擦阻尼器的其中一组力学性能曲线图;FIG6 is a set of mechanical performance curves of a high-performance composite friction damper of the present invention;
图7为本发明一种高性能复合摩擦阻尼器的摩擦芯板结构示意图;FIG7 is a schematic diagram of the structure of a friction core plate of a high-performance composite friction damper according to the present invention;
图8为本发明一种高性能复合摩擦阻尼器的摩擦芯板的另外一种连接结构示意图;FIG8 is a schematic diagram of another connection structure of a friction core plate of a high-performance composite friction damper of the present invention;
图9为本发明一种高性能复合摩擦阻尼器的另外一组力学性能曲线图;FIG9 is another set of mechanical performance curves of a high performance composite friction damper of the present invention;
附图标记说明:Description of reference numerals:
1、外连接件;101、外连接板;2、黏弹阻尼件;201、橡胶层;3、内连接件;301、内连接板;4、紧固件;5、摩擦芯板;6、第一限位部;7、锁紧件;8、摩擦部;9、第二限位部;10、第一销轴孔;11、第二销轴孔;12、连接部;13、通孔;14、滑移空间;15、第三销轴孔;16、外部建筑;17、预埋件;18、连接耳板;19、连接销轴。1. External connecting part; 101. External connecting plate; 2. Viscoelastic damping part; 201. Rubber layer; 3. Internal connecting part; 301. Internal connecting plate; 4. Fastener; 5. Friction core plate; 6. First limiting part; 7. Locking part; 8. Friction part; 9. Second limiting part; 10. First pin shaft hole; 11. Second pin shaft hole; 12. Connecting part; 13. Through hole; 14. Sliding space; 15. Third pin shaft hole; 16. External building; 17. Embedded part; 18. Connecting ear plate; 19. Connecting pin shaft.
具体实施方式DETAILED DESCRIPTION
为了使本发明的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本发明进行进一步详细说明。应当理解,所描述的实施例仅仅是本发明的一部分实施例,而不是全部的实施例。在不冲突的情况下,本申请中的实施例及实施例中的特征可以相互组合。基于本发明中的实施例,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。In order to make the purpose, technical scheme and advantages of the present invention clearer, the present invention is further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the described embodiments are only part of the embodiments of the present invention, rather than all of the embodiments. In the absence of conflict, the embodiments in this application and the features in the embodiments can be combined with each other. Based on the embodiments in the present invention, all other embodiments obtained by ordinary technicians in the field without making creative work are within the scope of protection of the present invention.
实施例1,参见图1,本发明的一种高性能复合摩擦阻尼器,包括连接组件、摩擦组件、紧固组件、限位组件。Embodiment 1, referring to FIG. 1 , a high-performance composite friction damper of the present invention comprises a connecting component, a friction component, a fastening component, and a limiting component.
其中,连接组件包括外连接件1、内连接件3,外连接件1、内连接件3之间设有黏弹阻尼件2,黏弹阻尼件2采用黏弹耗能材料;内连接件3的端面上设有摩擦部8;摩擦组件包括设置在两组相对的内连接件3之间的摩擦芯板5,摩擦芯板5与摩擦部8接触;紧固组件包括穿设在两组内连接板301之间的紧固件4、可拆卸的设置在紧固件4上的锁紧件7,锁紧件7在外力作用下为两组内连接件3提供预紧力,以将摩擦芯板5夹持在两组内连接件3之间;限位组件包括设置在外连接件1上的第一限位部6、设置在摩擦芯板5上的第二限位部9。Among them, the connecting component includes an external connecting part 1 and an internal connecting part 3, and a viscoelastic damping part 2 is arranged between the external connecting part 1 and the internal connecting part 3, and the viscoelastic damping part 2 is made of viscoelastic energy-absorbing material; a friction part 8 is arranged on the end face of the internal connecting part 3; the friction component includes a friction core plate 5 arranged between two groups of opposite internal connecting parts 3, and the friction core plate 5 is in contact with the friction part 8; the fastening component includes a fastener 4 passed through the two groups of internal connecting plates 301, and a detachable locking part 7 arranged on the fastener 4, and the locking part 7 provides a pre-tightening force for the two groups of internal connecting parts 3 under the action of external force, so as to clamp the friction core plate 5 between the two groups of internal connecting parts 3; the limiting component includes a first limiting part 6 arranged on the external connecting part 1, and a second limiting part 9 arranged on the friction core plate 5.
进一步的,参见图1、2,外连接件1包括外连接板101,内连接件3包括内连接板301,外连接板101、内连接板301的其中一端通过黏弹阻尼件2分别相互搭接,以使外连接板101、内连接板301的另外一端相互错位;外连接板101、内连接板301相互错位的端头上分别设有第一销轴孔10、第二销轴孔11;摩擦芯板5的一端超出内连接板301与外连接板101搭接的一端且与外连接板101远离内连接板301的一端存在间距;黏弹阻尼件2包括橡胶层201,橡胶层201与外连接板101、内连接板301一体连接。Further, referring to Figures 1 and 2, the external connecting member 1 includes an external connecting plate 101, and the internal connecting member 3 includes an internal connecting plate 301. One end of the external connecting plate 101 and the inner connecting plate 301 are overlapped with each other through the viscoelastic damping member 2, so that the other ends of the external connecting plate 101 and the inner connecting plate 301 are offset from each other; a first pin shaft hole 10 and a second pin shaft hole 11 are respectively provided on the mutually offset ends of the external connecting plate 101 and the inner connecting plate 301; one end of the friction core plate 5 extends beyond the end of the inner connecting plate 301 overlapping the external connecting plate 101 and there is a gap between the end of the external connecting plate 101 away from the inner connecting plate 301; the viscoelastic damping member 2 includes a rubber layer 201, and the rubber layer 201 is integrally connected with the external connecting plate 101 and the inner connecting plate 301.
优选的,黏弹阻尼件采用橡胶。Preferably, the viscoelastic damping element is made of rubber.
优选的,外连接板101、内连接板301均为长方形板。Preferably, the outer connecting plate 101 and the inner connecting plate 301 are both rectangular plates.
优选的,橡胶层201、外连接板101、内连接板301之间通过硫化一体连接。Preferably, the rubber layer 201, the outer connecting plate 101 and the inner connecting plate 301 are integrally connected by vulcanization.
优选的,橡胶层201、外连接板101、内连接板301均分别设置两组。Preferably, the rubber layer 201, the outer connecting plate 101, and the inner connecting plate 301 are each provided in two groups.
上述设置中,外连接板101、内连接板301、橡胶层201的组合分别设置两组,外连接板101、内连接板301相互远离的端头上分别设有第一销轴孔10和第二销轴孔11,便于将整个阻尼器与外部建筑16物连接。In the above arrangement, two groups are provided for the combination of the outer connecting plate 101, the inner connecting plate 301 and the rubber layer 201, and the ends of the outer connecting plate 101 and the inner connecting plate 301 which are far away from each other are provided with a first pin hole 10 and a second pin hole 11, respectively, so as to facilitate the connection of the entire damper with the external building 16.
进一步的,参见图1、2,内连接板301的侧端超出外连接板101的侧端形成连接部12,连接部12上间隔设有通孔13;紧固件4包括螺栓,螺栓的一端穿过通孔13;锁紧件7包括依次套设在螺栓上的垫片、碟簧、螺母,螺帽与螺栓螺纹连接。Further, referring to Figures 1 and 2, the side end of the inner connecting plate 301 extends beyond the side end of the outer connecting plate 101 to form a connecting portion 12, and through holes 13 are provided at intervals on the connecting portion 12; the fastener 4 includes a bolt, one end of which passes through the through hole 13; the locking member 7 includes a gasket, a disc spring, and a nut which are sequentially mounted on the bolt, and the nut is threadedly connected to the bolt.
优选的,外连接板101与内连接板301的宽度一致,内连接板301沿宽度方向延伸形成连接部12。Preferably, the width of the outer connecting plate 101 is consistent with that of the inner connecting plate 301 , and the inner connecting plate 301 extends along the width direction to form a connecting portion 12 .
进一步的,参见图3,摩擦部8包括摩擦层,摩擦层设置在内连接板301远离外连接板101的端上。Further, referring to FIG. 3 , the friction portion 8 includes a friction layer, and the friction layer is disposed on the end of the inner connecting plate 301 away from the outer connecting plate 101 .
优选的,摩擦层采用高分子摩擦材料。Preferably, the friction layer is made of polymer friction material.
上述设置中,摩擦芯板5位于两组内连接板301之间并与摩擦层接触,在螺栓、螺母的拧紧下,两组内连接板301相向移动夹紧摩擦芯板5。In the above arrangement, the friction core plate 5 is located between the two groups of inner connecting plates 301 and contacts the friction layer. When the bolts and nuts are tightened, the two groups of inner connecting plates 301 move toward each other to clamp the friction core plate 5 .
进一步的,参见图4,第一限位部6包括间隔设置在外连接板101上的两组限位块,两组限位块之间存在间距形成滑移空间14;第二限位部9包括设置在摩擦芯板5超出内连接板301端头上的限位板,限位板与摩擦芯板5垂直连接,限位板位于滑移空间14内。Further, referring to Figure 4, the first limiting portion 6 includes two groups of limiting blocks spaced apart on the outer connecting plate 101, and there is a spacing between the two groups of limiting blocks to form a sliding space 14; the second limiting portion 9 includes a limiting plate disposed on the end of the friction core plate 5 extending beyond the inner connecting plate 301, the limiting plate is vertically connected to the friction core plate 5, and the limiting plate is located in the sliding space 14.
优选的,限位块位于外连接板101远离内连接板301且位于内连接板301搭接的侧壁上,在两组内连接板301通过螺栓连接后,限位块相向设置。Preferably, the limit blocks are located on the side walls of the outer connecting plates 101 away from the inner connecting plates 301 and overlapped with the inner connecting plates 301 , and after the two groups of inner connecting plates 301 are connected by bolts, the limit blocks are arranged to face each other.
进一步的,限位板位于滑移空间14的正中心。Furthermore, the limiting plate is located at the exact center of the sliding space 14 .
优选的,限位板与摩擦芯板5之间形成“T”形结构。Preferably, a “T”-shaped structure is formed between the limit plate and the friction core plate 5 .
上述设置中,参见图1,外部建筑16中设有预埋件17,预埋件17上设有连接耳板18,连接耳板18上设有连接孔;整个阻尼器分别通过连接销轴19穿过上连接板、下连接板上的第一销轴孔10和第二销轴孔11与连接耳板18连接;外连接板101与内连接板301与橡胶层201硫化为一体,组成黏弹耗能单元,黏弹耗能单元在较小的振动条件下也能够进行耗能,可满足小中震、风震耗能需求;摩擦层安装在内连接板301内侧;摩擦芯板5位于阻尼器中心,处于两个黏弹耗能单元之间;限位块安装在外连接板101内侧;黏弹耗能单元、摩擦芯板5等通过紧固组件安装为一体,组成摩擦耗能单元;由此组成可调节高性能复合摩擦阻尼器;阻尼器结构简单,便于加工制作,阻尼器与普通阻尼器尺寸相近,所需安装空间较小;阻尼器采用黏弹加摩擦耗能单元机制,黏弹耗能单元具有恢复力作用,可弥补摩擦阻尼器无法复位缺陷,且可解决小中震耗能需求;摩擦耗能单元出力稳定,二者叠加耗能可改善黏弹耗能单元抗剪切能力,二阶时输出阻尼力满足大震需求;阻尼器两个耗能单元工作时不会相互影响,性能稳定。In the above arrangement, referring to FIG1 , an embedded part 17 is provided in the external building 16, and a connecting ear plate 18 is provided on the embedded part 17, and a connecting hole is provided on the connecting ear plate 18; the entire damper is connected to the connecting ear plate 18 through the first pin hole 10 and the second pin hole 11 on the upper connecting plate and the lower connecting plate respectively through the connecting pin 19; the outer connecting plate 101 and the inner connecting plate 301 are vulcanized into one with the rubber layer 201 to form a viscoelastic energy dissipation unit, which can also dissipate energy under relatively small vibration conditions and can meet the energy dissipation requirements of small and medium earthquakes and wind earthquakes; the friction layer is installed on the inner side of the inner connecting plate 301; the friction core plate 5 is located at the center of the damper, between the two viscoelastic energy dissipation units; the limit block is installed On the inner side of the outer connecting plate 101; the viscoelastic energy dissipation unit, the friction core plate 5, etc. are installed as a whole through fastening components to form a friction energy dissipation unit; thus, an adjustable high-performance composite friction damper is formed; the damper has a simple structure and is easy to process and manufacture. The damper is similar in size to an ordinary damper and requires a small installation space; the damper adopts a viscoelastic plus friction energy dissipation unit mechanism. The viscoelastic energy dissipation unit has a restoring force, which can make up for the defect that the friction damper cannot be reset, and can solve the energy dissipation needs of small and medium earthquakes; the output of the friction energy dissipation unit is stable, and the superimposed energy dissipation of the two can improve the shear resistance of the viscoelastic energy dissipation unit. At the second order, the output damping force meets the needs of large earthquakes; the two energy dissipation units of the damper will not affect each other when working, and the performance is stable.
小中震作用下,地震作用位移小于限位板与两侧限位块距离,外连接板101由于地震作用开始运动,外连接板101相对内连接板301运动,二者中间橡胶层201发生剪切,输出一阶黏弹阻尼力(VED);当地震作用增大,产生位移大于限位板与两侧限位块距离,此时外连接板101上限位块带动摩擦芯板5进行运动,摩擦耗能单元(FD)加入耗能,此时耗能单元由单一黏弹耗能单元(VED)变为黏弹摩擦耗能单元叠加(VED+FD),即二阶阻尼力,输出阻尼力增大,减震耗能效果增强,其力学性能曲线如图6所示,本实施例可通过调节限位板与两侧限位块距离调节变阶位移满足不同设计需求。Under the action of small and medium earthquakes, the displacement caused by the earthquake is less than the distance between the limit plate and the limit blocks on both sides. The outer connecting plate 101 starts to move due to the earthquake. The outer connecting plate 101 moves relative to the inner connecting plate 301, and the rubber layer 201 between the two is sheared, outputting a first-order viscoelastic damping force (VED); when the earthquake action increases, the displacement generated is greater than the distance between the limit plate and the limit blocks on both sides. At this time, the upper limit block of the outer connecting plate 101 drives the friction core plate 5 to move, and the friction energy dissipation unit (FD) adds energy dissipation. At this time, the energy dissipation unit changes from a single viscoelastic energy dissipation unit (VED) to a superposition of viscoelastic friction energy dissipation units (VED+FD), that is, a second-order damping force. The output damping force increases, and the shock absorption and energy dissipation effect is enhanced. Its mechanical performance curve is shown in Figure 6. In this embodiment, the variable-order displacement can be adjusted by adjusting the distance between the limit plate and the limit blocks on both sides to meet different design requirements.
图6中,X轴表示位移,Y轴表示阻尼力;线段A、B表示仅存输出一阶黏弹阻尼力(VED);线段C、D表示单一黏弹耗能单元(VED)变为黏弹摩擦耗能单元叠加(VED+FD);线段E表示变阶位移,一阶黏弹阻尼力(VED)最大;线段F变设计位移,二阶阻尼力最大。In Figure 6, the X-axis represents displacement and the Y-axis represents damping force; line segments A and B represent that only the output first-order viscoelastic damping force (VED) remains; line segments C and D represent that a single viscoelastic energy dissipation unit (VED) is changed to a superposition of viscoelastic friction energy dissipation units (VED+FD); line segment E represents variable-order displacement, with the first-order viscoelastic damping force (VED) being the largest; line segment F represents variable design displacement, with the second-order damping force being the largest.
通过外连接板101上限位块与摩擦芯板5配合,当地震位移小于限位块与摩擦芯板5距离时,一阶黏弹耗能单元耗能,输出一阶阻尼力;当地震位移大于限位块与摩擦芯板5距离时,外连接板101带动摩擦芯板5滑动,黏弹耗能单元与摩擦耗能单元一起工作,输出二阶阻尼力,满足不同场景下耗能需求,且阻尼力随位移增加呈现递增趋势,耗能减震效果明显。Through the cooperation between the upper limit block of the external connecting plate 101 and the friction core plate 5, when the seismic displacement is less than the distance between the limit block and the friction core plate 5, the first-order viscoelastic energy dissipation unit consumes energy and outputs a first-order damping force; when the seismic displacement is greater than the distance between the limit block and the friction core plate 5, the external connecting plate 101 drives the friction core plate 5 to slide, and the viscoelastic energy dissipation unit works together with the friction energy dissipation unit to output a second-order damping force to meet the energy consumption requirements in different scenarios, and the damping force shows an increasing trend with the increase of displacement, and the energy consumption and shock absorption effect is obvious.
实施例2,基于上述实施例,参见图7、8,第一限位部6为上连接板上的第一销轴孔10,第二限位部9为设置在摩擦芯板5上的第三销轴孔15,第一销轴孔10与第三销轴孔15同轴心设置。Embodiment 2, based on the above embodiment, see Figures 7 and 8, the first limiting portion 6 is the first pin shaft hole 10 on the upper connecting plate, the second limiting portion 9 is the third pin shaft hole 15 arranged on the friction core plate 5, and the first pin shaft hole 10 and the third pin shaft hole 15 are arranged coaxially.
优选的,摩擦芯板5超出内连接板301的一端与外连接板101远离内连接板301的一端平齐。Preferably, one end of the friction core plate 5 extending beyond the inner connecting plate 301 is flush with one end of the outer connecting plate 101 away from the inner connecting plate 301 .
上述设置中,通过销轴依次穿过连接耳板18上的第一销轴孔10、第三线轴孔,从而将外连接板101、摩擦芯板5与外部建筑16连接,可实现黏弹耗能单元与摩擦耗能单元同时工作,黏弹耗能单位可为阻尼力提供恢复力,其力学性能曲线如图9所示。In the above setting, the pin passes through the first pin hole 10 and the third spool hole on the connecting ear plate 18 in sequence, thereby connecting the outer connecting plate 101, the friction core plate 5 and the external building 16, so that the viscoelastic energy dissipation unit and the friction energy dissipation unit can work simultaneously. The viscoelastic energy dissipation unit can provide restoring force for the damping force, and its mechanical performance curve is shown in Figure 9.
图9中,X轴表示位移,Y轴表示阻尼力;线段G表示起滑位移,起滑阻尼力;线段H表示设计位移,最大阻尼力。In FIG9 , the X-axis represents displacement, the Y-axis represents damping force; line segment G represents the start-slip displacement and the start-slip damping force; line segment H represents the design displacement and the maximum damping force.
以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
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