CN209276981U - A kind of compressed spring shock mount - Google Patents
A kind of compressed spring shock mount Download PDFInfo
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- CN209276981U CN209276981U CN201821822938.1U CN201821822938U CN209276981U CN 209276981 U CN209276981 U CN 209276981U CN 201821822938 U CN201821822938 U CN 201821822938U CN 209276981 U CN209276981 U CN 209276981U
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Abstract
本实用新型公开一种压缩弹簧减震支座,包括上连接板、位于上连接板之下的下连接板、连接于所述上连接板底面的上封板、连接于所述下连接板顶面的下封板、设于所述上封板和下封板之间的保护层、设于所述保护层中的液压阻尼器、与所述上连接板和下连接板均分别连接的压缩弹簧;所述上连接板的顶面与桥梁的桥面连接,所述下连接板的底面与桥梁的桥墩连接;所述液压阻尼器的两端分别与所述上封板和下封板连接;所述压缩弹簧安装于所述上连接板和下连接板的至少一个侧边,其两端分别与所述上连接板和下连接板连接。本实用新型通过在上、下连接板间加高强压缩弹簧和液压阻尼器,使得支座的负刚度和恢复力更强,有效地消耗桥梁产生的动能与势能。
The utility model discloses a compression spring damping support, which comprises an upper connecting plate, a lower connecting plate located under the upper connecting plate, an upper sealing plate connected to the bottom surface of the upper connecting plate, and a top sealing plate connected to the top of the lower connecting plate. The lower sealing plate on the surface, the protective layer arranged between the upper sealing plate and the lower sealing plate, the hydraulic damper arranged in the protective layer, and the compression valves respectively connected to the upper connecting plate and the lower connecting plate Spring; the top surface of the upper connecting plate is connected to the deck of the bridge, the bottom surface of the lower connecting plate is connected to the pier of the bridge; the two ends of the hydraulic damper are respectively connected to the upper sealing plate and the lower sealing plate The compression spring is installed on at least one side of the upper connecting plate and the lower connecting plate, and its two ends are respectively connected with the upper connecting plate and the lower connecting plate. In the utility model, a high-strength compression spring and a hydraulic damper are added between the upper and lower connecting plates, so that the negative stiffness and restoring force of the support are stronger, and the kinetic energy and potential energy generated by the bridge are effectively consumed.
Description
技术领域technical field
本实用新型涉及桥梁支座技术领域,尤其涉及一种压缩弹簧减震支座。The utility model relates to the technical field of bridge supports, in particular to a compression spring damping support.
背景技术Background technique
桥梁支座作为连接桥梁桥面与桥墩、桥台等之间的支撑结构,以传递桥梁的载荷。近年来,地震灾害频发,造成了建筑、桥梁等结构的严重破坏。包括橡胶支座在内的各种减隔震支座已经逐渐在桥梁结构设计中得到广泛应用,例如,叠层橡胶支座等。The bridge bearing is used as the supporting structure connecting the bridge deck and the bridge piers, abutments, etc. to transfer the load of the bridge. In recent years, frequent earthquake disasters have caused serious damage to buildings, bridges and other structures. Various vibration-absorbing and isolating bearings, including rubber bearings, have gradually been widely used in the design of bridge structures, for example, laminated rubber bearings, etc.
目前,工程领域中所广泛应用的是普通板式橡胶支座,板式橡胶支座是一种新型桥梁支座,它具有构造简单、加工制造容易、用钠过少、成本低廉、安装方便等优点,但因为橡胶与加强钢板的固结常常容易发生剪切破坏,会限制上部结构的自由伸缩,将使上、下部结构产生附加应力,影响减震效果。另外,普通的板式橡胶支座还有摩擦小、耐久性差等缺点。At present, the common plate rubber bearing is widely used in the engineering field. The plate rubber bearing is a new type of bridge bearing. It has the advantages of simple structure, easy processing and manufacturing, less sodium, low cost, and convenient installation. However, because the consolidation of rubber and reinforced steel plates is often prone to shear failure, it will limit the free expansion and contraction of the upper structure, and will cause additional stress on the upper and lower structures, which will affect the shock absorption effect. In addition, ordinary plate rubber bearings have disadvantages such as low friction and poor durability.
高强压缩弹簧一般是金属丝等节距盘绕和有固定的线径,压缩弹簧的圈与圈之间有一定的间隙,当受到外载荷时弹簧收缩变形,储存形变能。利用多个开放线圈对外载压力供给抵抗力量,根据不同领域可用于抵抗压力和储存能量,广泛应用于各种机动设备。High-strength compression springs are generally coiled with equal pitches of metal wires and have a fixed wire diameter. There is a certain gap between the coils of the compression spring. When the spring is subjected to an external load, the spring shrinks and deforms to store deformation energy. Using multiple open coils to provide resistance to external pressure, it can be used to resist pressure and store energy according to different fields, and is widely used in various mobile devices.
实用新型内容Utility model content
有鉴于此,本实用新型的实施例提供了一种压缩弹簧减震支座,通过在上、下连接板间加高强压缩弹簧和液压阻尼器,使得支座的负刚度和恢复力更强,有效地消耗桥梁产生的动能与势能。In view of this, the embodiment of the utility model provides a compression spring damping support. By adding a high-strength compression spring and a hydraulic damper between the upper and lower connecting plates, the negative stiffness and restoring force of the support are stronger, Effectively consume the kinetic energy and potential energy generated by the bridge.
为实现上述目的,本实用新型采用了一种技术方案:一种压缩弹簧减震支座,设置于桥梁的桥面与桥墩之间,包括上连接板、位于所述上连接板之下的下连接板、连接于所述上连接板底面的上封板、连接于所述下连接板顶面的下封板、设于所述上封板和下封板之间的保护层、设于所述保护层中的液压阻尼器、与所述上连接板和下连接板均连接的压缩弹簧;In order to achieve the above purpose, the utility model adopts a technical solution: a compression spring damping support, which is arranged between the bridge deck and the pier of the bridge, including an upper connecting plate, a lower connecting plate located under the upper connecting plate The connecting plate, the upper sealing plate connected to the bottom surface of the upper connecting plate, the lower sealing plate connected to the top surface of the lower connecting plate, the protective layer arranged between the upper sealing plate and the lower sealing plate, and the The hydraulic damper in the protective layer, the compression spring connected with the upper connecting plate and the lower connecting plate;
所述上连接板的顶面与桥梁的桥面连接,所述下连接板的底面与桥梁的桥墩连接;The top surface of the upper connecting plate is connected to the deck of the bridge, and the bottom surface of the lower connecting plate is connected to the pier of the bridge;
所述液压阻尼器的两端分别与所述上封板和下封板连接;Both ends of the hydraulic damper are respectively connected to the upper sealing plate and the lower sealing plate;
所述压缩弹簧安装于所述上连接板和下连接板的至少一个侧边,其两端分别与所述上连接板和下连接板连接。The compression spring is installed on at least one side of the upper connecting plate and the lower connecting plate, and its two ends are respectively connected with the upper connecting plate and the lower connecting plate.
进一步地,所述上连接板和下连接板上均设有若干个第一通孔,所述第一通孔设置于所述上连接板和下连接板的四周边缘。Further, the upper connecting plate and the lower connecting plate are each provided with several first through holes, and the first through holes are arranged on the peripheral edges of the upper connecting plate and the lower connecting plate.
进一步地,所述压缩弹簧的两端基于所述第一通孔通过第一紧固件分别与所述上连接板和下连接板连接。Further, both ends of the compression spring are respectively connected to the upper connecting plate and the lower connecting plate through a first fastener based on the first through hole.
进一步地,所述液压阻尼器的表面还设有阻尼板。Further, the surface of the hydraulic damper is also provided with a damping plate.
进一步地,所述上封板和下封板上均设有若干个第二通孔,所述液压阻尼器的两端上均设有若干个第三通孔。Further, the upper sealing plate and the lower sealing plate are provided with several second through holes, and both ends of the hydraulic damper are provided with several third through holes.
进一步地,所述液压阻尼器的两端基于所述第二通孔和第三通孔通过第二紧固件分别与所述上封板和下封板连接。Further, both ends of the hydraulic damper are respectively connected to the upper sealing plate and the lower sealing plate through second fasteners based on the second through hole and the third through hole.
进一步地,所述第二紧固件为固定螺栓。Further, the second fastener is a fixing bolt.
进一步地,所述上连接板和下连接板上均设有若干个第四通孔,所述第四通孔设置于所述上连接板和下连接板的四周角。Further, the upper connecting plate and the lower connecting plate are provided with several fourth through holes, and the fourth through holes are arranged at the four corners of the upper connecting plate and the lower connecting plate.
进一步地,所述上连接板基于所述第四通孔通过第三紧固件与桥梁的桥面连接;所述下连接板基于所述第四通孔通过第四紧固件与桥梁的桥墩连接。Further, the upper connecting plate is connected to the bridge deck of the bridge through a third fastener based on the fourth through hole; the lower connecting plate is connected to the pier of the bridge through a fourth fastener based on the fourth through hole connect.
进一步地,所述第三紧固件和第四紧固件均为锚固螺栓。Further, both the third fastener and the fourth fastener are anchor bolts.
本实用新型的实施例提供的技术方案带来的有益效果是:(1)将上、下钢板用高强度压缩弹簧连接起来,作为支座的负刚度构件,依靠高度压缩弹簧约束支座的横向变形,从而提高支座的负刚度,在支座高度和重量确定的情况下能够增加橡胶层的含量,对于改善支座的剪切变形能力具有显著效果,另一方面,采用合适数量和密度的高强压缩弹簧网使得钢材的高抗拉特性获得充分利用,并能够进一步降低支座重量;(2)液压阻尼器辅助高强压缩弹簧,有效地消耗桥梁产生的动能与势能,以削减对桥梁的破坏;(3)在地震时,由于支座的剪切变形能力更大,支座的滞回曲线所围成的面积增大,相应的耗能能力显著提高。The beneficial effects brought by the technical solution provided by the embodiment of the utility model are: (1) the upper and lower steel plates are connected with high-strength compression springs, and as the negative stiffness member of the support, the lateral direction of the support is constrained by the high compression spring. deformation, so as to improve the negative stiffness of the bearing, and the content of the rubber layer can be increased when the height and weight of the bearing are determined, which has a significant effect on improving the shear deformation capacity of the bearing. The high-strength compression spring net makes full use of the high tensile properties of the steel and can further reduce the weight of the support; (2) The hydraulic damper assists the high-strength compression spring to effectively consume the kinetic energy and potential energy generated by the bridge to reduce damage to the bridge ; (3) During an earthquake, due to the larger shear deformation capacity of the support, the area enclosed by the hysteretic curve of the support increases, and the corresponding energy dissipation capacity is significantly improved.
附图说明Description of drawings
图1为本实用新型的压缩弹簧减震支座的结构图;Fig. 1 is the structural diagram of compression spring damping bearing of the present utility model;
图2为本实用新型的压缩弹簧减震支座的剖视图;Fig. 2 is the cross-sectional view of the compression spring damping bearing of the present utility model;
图3为本实用新型的压缩弹簧减震支座的液压阻尼器的结构图;Fig. 3 is the structural diagram of the hydraulic damper of the compression spring damping bearing of the present utility model;
图4是桥梁与减震支座的位置关系简图。Figure 4 is a schematic diagram of the positional relationship between the bridge and the shock-absorbing bearing.
图中:1-上连接板,2-上封板,3-液压阻尼器,4-保护层,5-压缩弹簧,6-下封板,7-下连接板,8-第一通孔,9-第二通孔,10-第一紧固件,11-第二紧固件,12-第三紧固件,13-第四紧固件,14-桥面,15-桥墩,16-支座,17-第三通孔,18-第四通孔,19-阻尼板。In the figure: 1-upper connecting plate, 2-upper sealing plate, 3-hydraulic damper, 4-protective layer, 5-compression spring, 6-lower sealing plate, 7-lower connecting plate, 8-first through hole, 9-Second through hole, 10-First fastener, 11-Second fastener, 12-Third fastener, 13-Fourth fastener, 14-Deck, 15-Pier, 16- Bearing, 17-the third through hole, 18-the fourth through hole, 19-damping plate.
具体实施方式Detailed ways
为使本实用新型的目的、技术方案和优点更加清楚,下面将结合附图对本实用新型实施方式作进一步地描述。In order to make the purpose, technical solutions and advantages of the utility model clearer, the following will further describe the implementation of the utility model in conjunction with the accompanying drawings.
如图1-2所示,图1为整体结构图,图2为剖视图,本实用新型的实施例公开了一种压缩弹簧减震支座(参见图4中的支座16),设置于桥梁的桥面14与桥墩15之间,包括上连接板1、上封板2、液压阻尼器3、保护层4、压缩弹簧5、下封板6和下连接板7。所述下连接板7位于上连接板1之下,所述上封板2与所述上连接板1底面连接,所述下封板6与所述下连接板7顶面连接,所述保护层4设于所述上封板2和下封板6之间,所述液压阻尼器3设于所述保护层4之中,所述压缩弹簧5的两端分别与上连接板1和下连接板7连接。As shown in Figures 1-2, Figure 1 is an overall structural diagram, and Figure 2 is a cross-sectional view. The embodiment of the utility model discloses a compression spring damping support (see support 16 in Figure 4), which is arranged on the bridge Between the bridge deck 14 and the pier 15, it includes an upper connecting plate 1, an upper sealing plate 2, a hydraulic damper 3, a protective layer 4, a compression spring 5, a lower sealing plate 6 and a lower connecting plate 7. The lower connecting plate 7 is located under the upper connecting plate 1, the upper sealing plate 2 is connected to the bottom surface of the upper connecting plate 1, the lower sealing plate 6 is connected to the top surface of the lower connecting plate 7, and the protection The layer 4 is set between the upper sealing plate 2 and the lower sealing plate 6, the hydraulic damper 3 is set in the protective layer 4, and the two ends of the compression spring 5 are connected with the upper connecting plate 1 and the lower connecting plate 1 respectively. Connecting plate 7 is connected.
所述上连接板1和下连接板7上均设有若干个第一通孔8,所述压缩弹簧5的两端基于所述第一通孔8通过第一紧固件10分别与所述上连接板1和下连接板7连接。优选的,所述第一通孔8设置于所述上连接板1和下连接板7的四周边缘。优选的,所述第一紧固件10为铆钉。Both the upper connecting plate 1 and the lower connecting plate 7 are provided with a plurality of first through holes 8, and the two ends of the compression spring 5 are respectively connected to the said first through holes 8 through the first fasteners 10. The upper connecting plate 1 and the lower connecting plate 7 are connected. Preferably, the first through holes 8 are provided on the peripheral edges of the upper connecting plate 1 and the lower connecting plate 7 . Preferably, the first fastener 10 is a rivet.
如图3所示,所述上封板2和下封板6上均设有若干个第二通孔9,所述液压阻尼器3的两端上均设有若干个第三通孔17,所述液压阻尼器3的两端基于所述第二通孔9和第三通孔17通过第二紧固件11分别与所述上封板2和下封板6连接。优选的,所述第二通孔9设置于所述上封板2和下封板6的中央。优选的,所述第二紧固件11为固定螺栓。优选的,所述第二通孔9和第三通孔17均为螺孔。所述液压阻尼器3的表面还设有阻尼板19。优选的,所述阻尼板19为橡胶板。As shown in Figure 3, the upper sealing plate 2 and the lower sealing plate 6 are provided with several second through holes 9, and the two ends of the hydraulic damper 3 are provided with several third through holes 17, Both ends of the hydraulic damper 3 are respectively connected to the upper sealing plate 2 and the lower sealing plate 6 through the second fastener 11 based on the second through hole 9 and the third through hole 17 . Preferably, the second through hole 9 is arranged at the center of the upper sealing plate 2 and the lower sealing plate 6 . Preferably, the second fastener 11 is a fixing bolt. Preferably, both the second through hole 9 and the third through hole 17 are screw holes. A damping plate 19 is also provided on the surface of the hydraulic damper 3 . Preferably, the damping plate 19 is a rubber plate.
所述上封板2紧贴于所述上连接板1的底面,所述下封板6紧贴于所述下连接板7的顶面,所述上连接板1的顶面与桥梁的桥面14连接,所述下连接板7的底面与桥梁的桥墩15连接。所述上连接板1和下连接板7上均设有若干个第四通孔18,所述上连接板1基于所述第四通孔18通过第三紧固件12与桥梁的桥面14连接,所述下连接板7基于所述第四通孔18通过第四紧固件13与桥梁的桥墩15连接。优选的,所述第四通孔18设置于所述上连接板1和下连接板7的四周角。优选的,所述第三紧固件12和第四紧固件13均为锚固螺栓。优选的,所述第四通孔18为螺孔。The upper sealing plate 2 is closely attached to the bottom surface of the upper connecting plate 1, the lower sealing plate 6 is closely attached to the top surface of the lower connecting plate 7, and the top surface of the upper connecting plate 1 is in contact with the bridge of the bridge. The surface 14 is connected, and the bottom surface of the lower connecting plate 7 is connected with the pier 15 of the bridge. Several fourth through holes 18 are provided on the upper connecting plate 1 and the lower connecting plate 7, and the upper connecting plate 1 is connected to the bridge deck 14 of the bridge through the third fastener 12 based on the fourth through holes 18. The lower connecting plate 7 is connected to the pier 15 of the bridge through the fourth fastener 13 based on the fourth through hole 18 . Preferably, the fourth through hole 18 is provided at the four corners of the upper connecting plate 1 and the lower connecting plate 7 . Preferably, both the third fastener 12 and the fourth fastener 13 are anchor bolts. Preferably, the fourth through hole 18 is a screw hole.
所述上连接板1、上封板2、保护层4、下封板6、下连接板7的形状均包括但不限于:长方体、正方体、圆柱体、棱柱体等,其形状均可根据实际需要进行调整与选择。优选的,所述上连接板1、下连接板7的形状均为长方体。优选的,所述上封板2、保护层4、下封板6的形状均为圆柱体。所述压缩弹簧5安装于所述上连接板1和下连接板7的四个侧面中的至少一个(图1-2中仅以两侧面的压缩弹簧5为例示意)。The shapes of the upper connecting plate 1, the upper sealing plate 2, the protective layer 4, the lower sealing plate 6, and the lower connecting plate 7 include but are not limited to: cuboid, cube, cylinder, prism, etc. Adjustment and selection are required. Preferably, the shapes of the upper connecting plate 1 and the lower connecting plate 7 are both cuboid. Preferably, the shapes of the upper sealing plate 2 , the protective layer 4 and the lower sealing plate 6 are all cylinders. The compression spring 5 is mounted on at least one of the four sides of the upper connecting plate 1 and the lower connecting plate 7 (only the compression springs 5 on both sides are shown in Figure 1-2 as an example).
所述压缩弹簧5的直径、长短等可根据实际需要进行调整与选择,所述压缩弹簧5的数量(图1中以10个为例)以及各压缩弹簧5之间的安装间距可根据受力情况进行调整。优选的,所述压缩弹簧5为高强压缩弹簧。The diameter, length, etc. of the compression springs 5 can be adjusted and selected according to actual needs, and the quantity of the compression springs 5 (taking 10 as an example in Fig. 1) and the installation distance between each compression spring 5 can be adjusted according to the force The situation is adjusted. Preferably, the compression spring 5 is a high-strength compression spring.
优选的,所述上连接板1和下连接板7的材料为钢材。优选的,所述保护层4的材料为橡胶。Preferably, the upper connecting plate 1 and the lower connecting plate 7 are made of steel. Preferably, the material of the protective layer 4 is rubber.
本实用新型通过在上、下连接板的侧边加高强压缩弹簧,和在中央加液压阻尼器,使得支座的负刚度和恢复力更强,增大的剪切变形能力也利于进一步增加支座的滞回耗能能力,有效地消耗桥梁产生的动能与势能,以削减对桥梁的破坏。In the utility model, high-strength compression springs are added to the sides of the upper and lower connecting plates, and a hydraulic damper is added to the center, so that the negative stiffness and restoring force of the support are stronger, and the increased shear deformation capacity is also conducive to further increasing the support. The hysteretic energy consumption capacity of the seat can effectively consume the kinetic energy and potential energy generated by the bridge, so as to reduce the damage to the bridge.
本实用新型的实施例提供的技术方案带来的有益效果是:(1)将上、下钢板用高强度压缩弹簧连接起来,作为支座的负刚度构件,依靠高度压缩弹簧约束支座的横向变形,从而提高支座的负刚度,在支座高度和重量确定的情况下能够增加橡胶层的含量,对于改善支座的剪切变形能力具有显著效果,另一方面,采用合适数量和密度的高强压缩弹簧网使得钢材的高抗拉特性获得充分利用,并能够进一步降低支座重量;(2)液压阻尼器辅助高强压缩弹簧,有效地消耗桥梁产生的动能与势能,以削减对桥梁的破坏;(3)在地震时,由于支座的剪切变形能力更大,支座的滞回曲线所围成的面积增大,相应的耗能能力显著提高。The beneficial effects brought by the technical solution provided by the embodiment of the utility model are: (1) the upper and lower steel plates are connected with high-strength compression springs, and as the negative stiffness member of the support, the lateral direction of the support is constrained by the high compression spring. deformation, so as to improve the negative stiffness of the bearing, and the content of the rubber layer can be increased when the height and weight of the bearing are determined, which has a significant effect on improving the shear deformation capacity of the bearing. The high-strength compression spring net makes full use of the high tensile properties of the steel and can further reduce the weight of the support; (2) The hydraulic damper assists the high-strength compression spring to effectively consume the kinetic energy and potential energy generated by the bridge to reduce damage to the bridge ; (3) During an earthquake, due to the larger shear deformation capacity of the support, the area enclosed by the hysteretic curve of the support increases, and the corresponding energy dissipation capacity is significantly improved.
值得说明的是:在本实用新型的描述中,“若干个”的含义是一个或一个以上,除非另有明确具体的限定。在本实用新型中,除非另有明确的规定和限定,术语“安装”、“相连”、“连接”、“固定”等术语应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或一体地连接,可以是机械连接,对于本领域的普通技术人员而言,可以根据具体情况理解上述术语在本实用新型中的具体含义。It is worth noting that: in the description of the present utility model, "several" means one or more than one, unless otherwise specifically defined. In this utility model, unless otherwise specified and limited, terms such as "installation", "connection", "connection" and "fixation" should be understood in a broad sense, for example, it can be a fixed connection or a detachable connection. The connection, or integral connection, may be a mechanical connection, and those skilled in the art can understand the specific meanings of the above terms in the present invention according to specific situations.
在本文中,所涉及的前、后、上、下等方位词是以附图中零部件位于图中以及零部件相互之间的位置来定义的,只是为了表达技术方案的清楚及方便。应当理解,所述方位词的使用不应限制本申请请求保护的范围。In this article, the orientation words such as front, rear, upper, and lower involved are defined by the parts in the drawings and the positions between the parts in the drawings, just for the clarity and convenience of expressing the technical solution. It should be understood that the use of the location words should not limit the scope of protection claimed in this application.
在不冲突的情况下,本文中上述实施例及实施例中的特征可以相互结合。In the case of no conflict, the above-mentioned embodiments and features in the embodiments herein may be combined with each other.
以上所述仅为本实用新型的较佳实施例,并不用以限制本实用新型,凡在本实用新型的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。The above descriptions are only preferred embodiments of the present utility model, and are not intended to limit the present utility model. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present utility model shall be included in this utility model. within the scope of protection of utility models.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111677797A (en) * | 2020-05-20 | 2020-09-18 | 杭州电子科技大学 | A kind of air spring damping device and damping method thereof |
| CN112853824A (en) * | 2019-11-12 | 2021-05-28 | 兰州交通大学 | Air damping vibration attenuation pad and composite damping vibration absorber |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112853824A (en) * | 2019-11-12 | 2021-05-28 | 兰州交通大学 | Air damping vibration attenuation pad and composite damping vibration absorber |
| CN112853824B (en) * | 2019-11-12 | 2024-12-13 | 兰州交通大学 | Air damping vibration reduction pad and composite damping vibration reducer |
| CN111677797A (en) * | 2020-05-20 | 2020-09-18 | 杭州电子科技大学 | A kind of air spring damping device and damping method thereof |
| CN111677797B (en) * | 2020-05-20 | 2021-11-16 | 杭州电子科技大学 | Air spring damping device and damping method thereof |
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