CN207121816U - The shock mount and damping bridging apparatus of convertible antidetonation pattern - Google Patents
The shock mount and damping bridging apparatus of convertible antidetonation pattern Download PDFInfo
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Abstract
本实用新型公开了可转换抗震模式的减震支座及减震桥梁装置,涉及桥梁抗震与桥梁减隔震技术领域。本实用新型提供一种可转换抗震模式的减震支座,包括支座本体、减震组件、液压组件及连接件。支座本体包括第一支座、第二支座及第三支座。减震组件包括弧形减震件,弧形减震件位于第一支座和第二支座之间,且弧形减震件的一端与第二支座连接,另一端通过连接件与第一支座连接,且当连接件被剪断后,弧形减震件与第一支座可相对滑动。液压组件分别与弧形减震件和第二支座连接。本实用新型还提供一种减震桥梁装置。本实用新型提供的可转换抗震模式的减震支座及减震桥梁的性能稳定,在地震作用下抗扭能力强、多方式耗散地震能量、结构稳定性高。
The utility model discloses a shock-absorbing bearing and a shock-absorbing bridge device with a convertible anti-seismic mode, and relates to the technical field of bridge anti-seismic and bridge shock-absorbing isolation. The utility model provides a shock-absorbing support with a convertible anti-seismic mode, which includes a support body, a shock-absorbing assembly, a hydraulic assembly and a connecting piece. The support body includes a first support, a second support and a third support. The shock absorbing assembly includes an arc-shaped shock-absorbing piece, the arc-shaped shock-absorbing piece is located between the first support and the second support, and one end of the arc-shaped shock-absorbing piece is connected to the second support, and the other end is connected to the second support through a connecting piece. A support is connected, and when the connecting piece is cut off, the arc-shaped shock absorber and the first support can slide relative to each other. The hydraulic assembly is respectively connected with the arc-shaped shock absorber and the second support. The utility model also provides a shock-absorbing bridge device. The shock-absorbing support and the shock-absorbing bridge provided by the utility model have stable performance, strong torsion resistance under earthquake action, multi-mode dissipation of earthquake energy, and high structural stability.
Description
技术领域technical field
本实用新型涉及桥梁抗震与桥梁减隔震技术领域,具体而言,涉及可转换抗震模式的减震支座及减震桥梁装置。The utility model relates to the technical field of bridge anti-seismic and bridge anti-seismic isolation, in particular to a shock-absorbing bearing and a shock-absorbing bridge device with a switchable anti-seismic mode.
背景技术Background technique
地震是地球内部某部分急剧运动而发生的传播振动的现象。大地震爆发时,释放出巨大的地震能量,造成地表和人为工程的大量破坏,严重威胁人民生命和财产安全。而地震对桥梁的破坏直接影响到抗震救灾过程中生命线的畅通程度。因此,如何提高桥梁的抗震能力并降低地震对桥梁的破坏,是十分重要的问题。An earthquake is a phenomenon of propagating vibrations that occurs when a part of the earth's interior moves rapidly. When a major earthquake breaks out, it releases huge seismic energy, causing a lot of damage to the surface and man-made engineering, seriously threatening the safety of people's lives and property. The damage to bridges by earthquakes directly affects the smoothness of lifelines in the process of earthquake relief. Therefore, how to improve the seismic capacity of bridges and reduce the damage to bridges caused by earthquakes is a very important issue.
不同的桥梁结构形式、细部构造以及所处的场地的地震动特性,造成的桥梁结构破坏性质和程度不同。桥梁支座是桥梁上部结构和下部结构之间重要的连接结构,其作用主要是将上部结构的载荷传递到桥墩上。支座的造价成本在桥梁结构总体成本中只占很小的比例,但是其在桥梁结构中的作用非常大。支座是桥梁结构中相对薄弱的环节,在地震情况下,支座的破坏会对桥梁其它部位产生巨大的影响,使得震害程度加深。因此,支座的性能在一定程度上对桥梁整体的性能有着决定性的作用。The nature and degree of damage to bridge structures are different due to different bridge structure forms, detailed structures, and ground motion characteristics of the site. The bridge bearing is an important connecting structure between the superstructure and the substructure of the bridge, and its main function is to transfer the load of the superstructure to the pier. The cost of bearings accounts for only a small proportion in the overall cost of the bridge structure, but its role in the bridge structure is very large. The support is a relatively weak link in the bridge structure. In the event of an earthquake, the damage of the support will have a huge impact on other parts of the bridge, making the degree of earthquake damage worse. Therefore, the performance of the bearing has a decisive effect on the overall performance of the bridge to a certain extent.
现有的桥梁结构抗震支座,有铅芯橡胶支座、高阻尼橡胶支座、抗震盆式支座、摩擦摆支座等。这几类抗震支座在地震载荷作用下,仍然存在着一些抗震能力不足的问题,比如:抗扭能力差、限位能力不足、抗冲击能力较低等。并且,为提高减隔震支座的性能和可靠度,大部分支座需要与其它阻尼器结构配合使用,使其制造过程复杂,材料性能要求较高,使整个系统的成本大大提高。从环保角度来看,铅芯橡胶支座的污染较为严重。Existing anti-seismic bearings for bridge structures include lead-core rubber bearings, high-damping rubber bearings, anti-seismic basin bearings, friction pendulum bearings, and the like. These types of anti-seismic bearings still have some problems of insufficient anti-seismic capacity under the action of earthquake loads, such as: poor torsion resistance, insufficient limit capacity, and low impact resistance. Moreover, in order to improve the performance and reliability of the shock-absorbing and isolating bearings, most bearings need to be used in conjunction with other damper structures, making the manufacturing process complicated, requiring high material performance, and greatly increasing the cost of the entire system. From the perspective of environmental protection, the pollution of lead rubber bearings is relatively serious.
实用新型内容Utility model content
本实用新型的目的在于提供一种可转换抗震模式的减震支座,其结构简单、功能全面、性能稳定,在地震作用下抗扭能力强、多方式耗散地震能量、结构稳定性高。The purpose of the utility model is to provide a shock-absorbing support with switchable anti-seismic mode, which has simple structure, comprehensive functions, stable performance, strong torsion resistance under earthquake action, multiple modes of seismic energy dissipation, and high structural stability.
本实用新型的另一目的在于提供一种减震桥梁装置,其结构简单、功能全面、性能稳定,在地震作用下抗扭能力强、多方式耗散地震能量、结构稳定性高。Another object of the present utility model is to provide a shock-absorbing bridge device, which has simple structure, comprehensive functions, stable performance, strong torsion resistance under earthquake action, multiple modes of seismic energy dissipation, and high structural stability.
本实用新型提供一种技术方案:The utility model provides a technical solution:
一种可转换抗震模式的减震支座,包括支座本体、减震组件、液压组件及连接件。支座本体包括第一支座、第二支座及第三支座。减震组件包括弧形减震件,弧形减震件位于第一支座和第二支座之间,且弧形减震件的一端与第二支座连接,弧形减震件的另一端通过连接件与第一支座连接,且弧形减震件可与第一支座相对滑动。液压组件的一端与弧形减震件靠近连接件的一端连接,另一端与第二支座连接。第二支座靠近第三支座的一侧设置有第一连接部,第三支座靠近第二支座的一侧设置有与第一连接部配合的第二连接部。A shock-absorbing support with a convertible anti-seismic mode includes a support body, a shock-absorbing assembly, a hydraulic assembly and a connecting piece. The support body includes a first support, a second support and a third support. The shock absorbing assembly includes an arc-shaped shock-absorbing piece, the arc-shaped shock-absorbing piece is located between the first support and the second support, and one end of the arc-shaped shock-absorbing piece is connected with the second support, and the other end of the arc-shaped shock-absorbing piece One end is connected with the first support through the connecting piece, and the arc-shaped shock absorber can slide relative to the first support. One end of the hydraulic assembly is connected to the end of the arc-shaped shock absorber close to the connecting piece, and the other end is connected to the second support. The side of the second support close to the third support is provided with a first connection part, and the side of the third support close to the second support is provided with a second connection part matched with the first connection part.
进一步地,上述弧形减震件包括弧形部和连接于弧形部两端的连接部,弧形部与第二支座连接,连接部分别与第一支座和液压组件连接。Further, the above-mentioned arc-shaped shock absorber includes an arc-shaped portion and connecting portions connected to both ends of the arc-shaped portion, the arc-shaped portion is connected to the second support, and the connecting portion is respectively connected to the first support and the hydraulic assembly.
进一步地,上述减震组件还包括抵持组件,抵持组件抵持于弧形部与第二支座之间。Further, the above-mentioned shock absorbing assembly further includes a resisting assembly, and the resisting assembly is resisted between the arc portion and the second support.
进一步地,上述抵持组件包括抵持座和抵持件,抵持座与第二支座靠近第一支座的一端连接,抵持件抵持于抵持座的另一端和弧形部之间。Further, the above-mentioned abutting assembly includes a resisting seat and a resisting piece, the abutting seat is connected to one end of the second support close to the first support, and the abutting piece is abutted between the other end of the abutting seat and the arc portion between.
进一步地,上述液压组件包括活塞杆、活塞缸、阻尼孔及弹性件,活塞缸与第二支座连接,活塞杆的一端容置于活塞缸内并与活塞缸连接,活塞缸的另一端与弧形减震件连接,弹性件抵持于活塞杆远离活塞缸的一端与活塞缸之间。Further, the above-mentioned hydraulic assembly includes a piston rod, a piston cylinder, a damping hole and an elastic member, the piston cylinder is connected with the second support, one end of the piston rod is accommodated in the piston cylinder and connected with the piston cylinder, and the other end of the piston cylinder is connected with the piston cylinder. The arc-shaped shock absorbing part is connected, and the elastic part is held between the end of the piston rod away from the piston cylinder and the piston cylinder.
进一步地,上述弧形减震件设置有与活塞杆连接的限位孔,且限位孔可沿活塞杆滑动。Further, the arc-shaped shock absorber is provided with a limit hole connected with the piston rod, and the limit hole can slide along the piston rod.
进一步地,上述第一支座靠近连接件的一端设置有容置空间,容置空间的侧壁上设置有橡胶垫,容置空间可用于容置弧形减震件与连接件连接的端部。Further, an accommodation space is provided at the end of the above-mentioned first support close to the connecting piece, a rubber pad is provided on the side wall of the accommodation space, and the accommodation space can be used to accommodate the end of the arc-shaped shock absorber connected to the connecting piece .
进一步地,上述第一连接部包括卡槽和限位凹槽,第二连接部包括与卡槽配合的凸起部和与限位凹槽配合的限位凸起。Further, the above-mentioned first connecting part includes a locking groove and a limiting groove, and the second connecting part includes a protrusion matching with the locking groove and a limiting protrusion matching with the limiting groove.
进一步地,上述凸起部与卡槽的侧壁之间抵持有缓冲橡胶块,凸起部与卡槽的底壁之间抵持有减震橡胶块。Further, a buffer rubber block is abutted between the protrusion and the side wall of the slot, and a shock-absorbing rubber block is abutted between the protrusion and the bottom wall of the slot.
一种减震桥梁装置,包括桥梁本体、墩柱及可转换抗震模式的减震支座。可转换抗震模式的减震支座包括支座本体、减震组件、液压组件及连接件。支座本体包括第一支座、第二支座及第三支座。减震组件包括弧形减震件,弧形减震件位于第一支座和第二支座之间,且弧形减震件的一端与第二支座连接,弧形减震件的另一端通过连接件与第一支座连接,且弧形减震件可与第一支座相对滑动。液压组件的一端与弧形减震件靠近连接件的一端连接,另一端与第二支座连接。第二支座靠近第三支座的一侧设置有第一连接部,第三支座靠近第二支座的一侧设置有与第一连接部配合的第二连接部。可转换抗震模式的减震支座位于桥梁本体与墩柱之间,且第一支座与桥梁本体连接,第三支座与墩柱连接。A shock-absorbing bridge device includes a bridge body, a pier column and a shock-absorbing support with convertible anti-seismic modes. A shock-absorbing support with a convertible anti-seismic mode includes a support body, a shock-absorbing component, a hydraulic component and a connecting piece. The support body includes a first support, a second support and a third support. The shock absorbing assembly includes an arc-shaped shock-absorbing piece, the arc-shaped shock-absorbing piece is located between the first support and the second support, and one end of the arc-shaped shock-absorbing piece is connected with the second support, and the other end of the arc-shaped shock-absorbing piece One end is connected with the first support through the connecting piece, and the arc-shaped shock absorber can slide relative to the first support. One end of the hydraulic assembly is connected to the end of the arc-shaped shock absorber close to the connecting piece, and the other end is connected to the second support. The side of the second support close to the third support is provided with a first connection part, and the side of the third support close to the second support is provided with a second connection part matched with the first connection part. The shock-absorbing support of the switchable anti-seismic mode is located between the bridge body and the pier column, and the first support is connected with the bridge body, and the third support is connected with the pier column.
相比现有技术,本实用新型提供的可转换抗震模式的减震支座及减震桥梁装置的有益效果是:Compared with the prior art, the beneficial effects of the shock-absorbing bearing and the shock-absorbing bridge device provided by the utility model are as follows:
在正常情况下时,该可转换抗震模式的减震支座为约束体系。此时,弧形减震件通过连接件与第一支座固定地连接。弧形减震件的一端通过连接件与第一支座连接,弧形减震件的另一端与第二支座连接。液压组件的两端分别与弧形减震件和第二支座连接,并且液压组件与弧形减震件连接的部分还可以对弧形减震件起到支承的作用。此时,连接件用于承受水平剪力,其设计的承载能力可以确保在正常情况、风振以及中小级别地震的情况均不被剪断,而在大地震的作用下被剪断。因此,在正常工况下,弧形减震件在连接件和液压组件的共同作用下维持其结构的稳定性。第一连接部和第二连接部相互连接,可确保第二支座和第三支座之间不会发生水平移位。并且在大风的情况下能够维持结构的稳定性,吸收风振产生的能量。在大地震情况下时,由于弧形减震件受到很大的瞬间冲击力,致使弧形减震件与第一支座连接的部分产生移位,连接件被剪断,该可转换抗震模式的减震支座转换为减震体系。此时,连接件被剪断,第一支座和弧形减震件之间可以相对滑动。液压组件可以吸收连接件断裂时产生的瞬时冲击能量以及地震过程中传递到支座的能量。液压组件与弧形减震件连接的一端在受到挤压后,致使液压组件内的粘性阻尼介质流动,并吸收部分载荷。由于粘性阻尼介质在短时间内不能进行大量流动,从而使液压组件在短时间内不能产生移动,进而将整个结构锁定为刚性状态,增强系统的强度。由于在地震过程中会产生较大的扭转力,使得第二支座与第三支座发生相对转动。第三支座上的第二连接部和第二支座上的第一连接部可以限制第二支座和第三支座在水平方向上的转动角度。当地震消失以后,液压组件靠近第一支座的一端受到的压力减小,并逐步进行复位。因此,弧形减震件在一定程度上恢复到较为稳定的位置,以维持支座的基本功能。第三支座由于在第一连接部和第二连接部的作用下,产生的移位较小,同时受到反向力的作用,逐步向初始位置移动。使得在地震消失后,可转换抗震模式的减震支座能在一定程度上保持其支承上部结构的功能,维持抗震救灾生命线的畅通。本实用新型提供的可转换抗震模式的减震支座及减震桥梁装置的结构简单、功能全面、性能稳定,在地震作用下抗扭能力强、多方式耗散地震能量、结构稳定性高。Under normal conditions, the shock-absorbing support of the switchable anti-seismic mode is a restraint system. At this time, the arc-shaped shock absorbing element is fixedly connected to the first support through the connecting element. One end of the arc-shaped shock absorber is connected with the first support through the connecting piece, and the other end of the arc-shaped shock absorber is connected with the second support. Both ends of the hydraulic assembly are respectively connected to the arc-shaped shock absorber and the second support, and the part of the hydraulic assembly connected to the arc-shaped shock absorber can also support the arc-shaped shock absorber. At this time, the connecting piece is used to bear the horizontal shear force, and its design bearing capacity can ensure that it will not be sheared under normal conditions, wind vibration, and small and medium-level earthquakes, but will be sheared under the action of a large earthquake. Therefore, under normal working conditions, the arc-shaped shock absorber maintains its structural stability under the joint action of the connecting piece and the hydraulic assembly. The first connection part and the second connection part are connected to each other, which can ensure that no horizontal displacement occurs between the second support and the third support. And in the case of strong winds, it can maintain the stability of the structure and absorb the energy generated by wind vibration. In the case of a large earthquake, because the arc-shaped shock-absorbing element is subjected to a large instantaneous impact force, the part connected to the arc-shaped shock-absorbing element and the first support is displaced, and the connecting element is cut off. The switchable anti-seismic mode The shock absorber is converted into a shock absorbing system. At this time, the connecting piece is cut off, and the first support and the arc shock absorbing piece can slide relative to each other. The hydraulic components can absorb the instantaneous impact energy generated when the joint breaks and the energy transferred to the bearing during the earthquake. After the end of the hydraulic assembly connected with the arc-shaped shock absorber is squeezed, the viscous damping medium in the hydraulic assembly flows and absorbs part of the load. Since the viscous damping medium cannot flow in a large amount in a short time, the hydraulic components cannot move in a short time, and then the entire structure is locked in a rigid state to enhance the strength of the system. Due to the relatively large torsional force generated during the earthquake, the second support and the third support rotate relative to each other. The second connection part on the third support and the first connection part on the second support can limit the rotation angle of the second support and the third support in the horizontal direction. After the earthquake disappears, the pressure on the end of the hydraulic assembly close to the first support decreases, and resets gradually. Therefore, the arc-shaped shock absorber returns to a relatively stable position to a certain extent, so as to maintain the basic function of the support. Due to the action of the first connecting part and the second connecting part, the displacement of the third support is small, and at the same time, it is subjected to the action of the reverse force, and gradually moves to the initial position. After the earthquake disappears, the shock-absorbing support with convertible anti-seismic mode can maintain its function of supporting the upper structure to a certain extent, and maintain the smooth flow of the lifeline for earthquake relief. The shock-absorbing bearing and the shock-absorbing bridge device provided by the utility model have the advantages of simple structure, comprehensive functions and stable performance, strong torsion resistance under earthquake action, multi-mode dissipation of earthquake energy, and high structural stability.
附图说明Description of drawings
为了更清楚地说明本实用新型实施例的技术方案,下面将对实施例中所需要使用的附图作简单地介绍。应当理解,以下附图仅示出了本实用新型的某些实施例,因此不应被看作是对范围的限定。对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他相关的附图。In order to illustrate the technical solutions of the embodiments of the present invention more clearly, the accompanying drawings used in the embodiments will be briefly introduced below. It should be understood that the following drawings only illustrate certain embodiments of the present invention, and thus should not be considered as limiting the scope. For those skilled in the art, other related drawings can also be obtained based on these drawings without creative effort.
图1为本实用新型的第一实施例提供的可转换抗震模式的减震支座的结构示意图;Fig. 1 is a structural schematic diagram of a shock-absorbing support with a switchable anti-seismic mode provided by the first embodiment of the present invention;
图2为本实用新型的第一实施例提供的弧形减震件的结构示意图;Fig. 2 is a schematic structural view of the arc-shaped shock absorber provided by the first embodiment of the present invention;
图3为本实用新型的第一实施例提供的抵持组件的结构示意图;Fig. 3 is a schematic structural diagram of the resisting assembly provided by the first embodiment of the present invention;
图4为本实用新型的第一实施例提供的抵持座的结构示意图;Fig. 4 is a schematic structural view of the abutting seat provided by the first embodiment of the present invention;
图5为本实用新型的第一实施例提供的液压组件的结构示意图;Fig. 5 is a schematic structural view of the hydraulic assembly provided by the first embodiment of the present invention;
图6为本实用新型的第一实施例提供的缓冲橡胶块的结构示意图;Fig. 6 is a schematic structural view of the buffer rubber block provided by the first embodiment of the present invention;
图7为本实用新型的第一实施例提供的第一连接部和第二连接部的结构示意图。Fig. 7 is a schematic structural diagram of the first connection part and the second connection part provided by the first embodiment of the present invention.
图标:100-可转换抗震模式的减震支座;110-支座本体;111-第一支座;1111-安装凹槽;112-第二支座;1121-第一连接部;11211- 卡槽;11212-限位凹槽;1122-安装槽;113-第三支座;1131-第二连接部;11311-凸起部;11312-限位凸起;114-容置空间;115-橡胶垫;116-减震橡胶块;117-缓冲橡胶块;120-减震组件;121-弧形减震件; 1211-弧形部;12111-第二连接孔;1212-连接部;12121-第一连接孔; 12122-限位孔;122-抵持组件;1221-抵持座;12211-第一连接座; 12212-第二连接座;1222-抵持件;123-第三连接孔;130-液压组件; 131-活塞杆;132-活塞缸;133-弹性件;140-连接件;141-橡胶筒; 150-摩擦垫层。Icons: 100-shock-absorbing support with convertible anti-seismic mode; 110-support body; 111-first support; 1111-installation groove; 112-second support; 1121-first connection part; 11211-card Groove; 11212-limiting groove; 1122-installation groove; 113-third support; 1131-second connecting part; 11311-protruding part; 11312-limiting protrusion; Pad; 116-shock-absorbing rubber block; 117-buffering rubber block; 120-shock-absorbing assembly; 121-arc-shaped shock-absorbing piece; 1211-arc part; 1 connecting hole; 12122-limiting hole; 122-resisting component; 1221-resisting seat; 12211-first connecting seat; 12212-second connecting seat; 1222-resisting piece; 123-third connecting hole; -hydraulic components; 131-piston rod; 132-piston cylinder; 133-elastic parts; 140-connecting parts; 141-rubber cylinder;
具体实施方式Detailed ways
为使本实用新型实施例的目的、技术方案和优点更加清楚,下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述。显然,所描述的实施例是本实用新型一部分实施例,而不是全部的实施例。通常在此处附图中描述和示出的本实用新型实施例的组件可以以各种不同的配置来布置和设计。In order to make the purpose, technical solutions and advantages of the embodiments of the utility model clearer, the technical solutions in the embodiments of the utility model will be clearly and completely described below in conjunction with the drawings in the embodiments of the utility model. Apparently, the described embodiments are some of the embodiments of the present utility model, but not all of them. The components of the embodiments of the invention generally described and illustrated in the figures herein may be arranged and designed in a variety of different configurations.
因此,以下对在附图中提供的本实用新型的实施例的详细描述并非旨在限制要求保护的本实用新型的范围,而是仅仅表示本实用新型的选定实施例。基于本实用新型中的实施例,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,都属于本实用新型保护的范围。Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the claimed invention, but merely represents selected embodiments of the present invention. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of the present utility model.
应注意到:相似的标号和字母在下面的附图中表示类似项,因此,一旦某一项在一个附图中被定义,则在随后的附图中不需要对其进行进一步定义和解释。It should be noted that like numerals and letters denote similar items in the following figures, therefore, once an item is defined in one figure, it does not require further definition and explanation in subsequent figures.
在本实用新型的描述中,需要理解的是,术语“上”、“下”、“内”、“外”、“左”、“右”等指示的方位或位置关系为基于附图所示的方位或位置关系,或者是该实用新型产品使用时惯常摆放的方位或位置关系,或者是本领域技术人员惯常理解的方位或位置关系,仅是为了便于描述本实用新型和简化描述,而不是指示或暗示所指的设备或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本实用新型的限制。In the description of the present utility model, it should be understood that the orientation or positional relationship indicated by the terms "upper", "lower", "inner", "outer", "left", "right" etc. are based on the The orientation or positional relationship, or the orientation or positional relationship that is usually placed when the utility model product is used, or the orientation or positional relationship that is commonly understood by those skilled in the art, is only for the convenience of describing the utility model and simplifying the description, and It is not to indicate or imply that the device or element referred to must have a particular orientation, be constructed in a particular orientation, and operate in a particular orientation, and thus should not be construed as limiting the invention.
此外,术语“第一”、“第二”等仅用于区分描述,而不能理解为指示或暗示相对重要性。In addition, the terms "first", "second", etc. are only used for distinguishing descriptions, and should not be construed as indicating or implying relative importance.
在本实用新型的描述中,还需要说明的是,除非另有明确的规定和限定,“设置”、“连接”等术语应做广义理解,例如,“连接”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,也可以是电连接;可以是直接连接,也可以通过中间媒介间接连接,可以是两个元件内部的连通。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。In the description of the present utility model, it should also be noted that terms such as "setting" and "connection" should be interpreted in a broad sense unless otherwise clearly specified and limited. For example, "connection" can be a fixed connection or a A detachable connection, or an integral connection; it may be a mechanical connection or an electrical connection; it may be a direct connection or an indirect connection through an intermediary, and it may be an internal communication between two components. Those of ordinary skill in the art can understand the specific meanings of the above terms in the present utility model according to specific situations.
下面结合附图,对本实用新型的具体实施方式进行详细说明。第一实施例Below in conjunction with accompanying drawing, the specific embodiment of the utility model is described in detail. first embodiment
请参阅图1,本实施例提供了一种可转换抗震模式的减震支座 100,其结构简单、功能全面、性能稳定,在地震作用下抗扭能力强、多方式耗散地震能量、结构稳定性高。Please refer to Fig. 1, the present embodiment provides a kind of shock-absorbing support 100 of switchable anti-seismic mode, its structure is simple, function is comprehensive, performance is stable, under the action of earthquake, torsion resistance is strong, multi-mode dissipates seismic energy, structure High stability.
本实施例提供的可转换抗震模式的减震支座100包括支座本体 110、减震组件120、液压组件130及连接件140。支座本体110包括第一支座111、第二支座112及第三支座113。减震组件120包括弧形减震件121,弧形减震件121位于第一支座111和第二支座112之间,且弧形减震件121的一端与第二支座112连接,弧形减震件121 的另一端通过连接件140与第一支座111连接,且弧形减震件121可与第一支座111相对滑动。液压组件130的一端与弧形减震件121靠近连接件140的一端连接,另一端与第二支座112连接。第二支座 112靠近第三支座113的一侧设置有第一连接部1121,第三支座113 靠近第二支座112的一侧设置有与第一连接部1121配合的第二连接部1131。The shock-absorbing support 100 provided in this embodiment with a switchable anti-vibration mode includes a support body 110 , a shock-absorbing assembly 120 , a hydraulic assembly 130 and a connecting piece 140 . The support body 110 includes a first support 111 , a second support 112 and a third support 113 . The shock absorber assembly 120 includes an arc-shaped shock absorber 121, the arc-shaped shock absorber 121 is located between the first support 111 and the second support 112, and one end of the arc-shaped shock absorber 121 is connected to the second support 112, The other end of the arc-shaped shock absorber 121 is connected to the first support 111 through the connecting member 140 , and the arc-shaped shock absorber 121 can slide relative to the first support 111 . One end of the hydraulic assembly 130 is connected to an end of the arc-shaped shock absorbing member 121 close to the connecting member 140 , and the other end is connected to the second support 112 . The side of the second support 112 close to the third support 113 is provided with a first connecting portion 1121 , and the side of the third support 113 close to the second support 112 is provided with a second connecting portion that cooperates with the first connecting portion 1121 1131.
需要说明的是,在正常情况下,弧形减震件121通过连接件140 与第一支座111固定连接;当连接件140承受的剪切应力过大,连接件140被剪断,此时弧形减震件121可以相对第一支座111滑动。It should be noted that under normal circumstances, the arc-shaped shock absorbing member 121 is fixedly connected to the first support 111 through the connecting member 140; The shock absorber 121 can slide relative to the first support 111.
请结合参阅图1和图2,在本实施例中,弧形减震件121包括弧形部1211和连接于弧形部1211两端的连接部1212,弧形部1211与第二支座112连接,连接部1212分别与第一支座111和液压组件130 连接。Please refer to FIG. 1 and FIG. 2 in conjunction. In this embodiment, the arc-shaped shock absorbing member 121 includes an arc-shaped portion 1211 and connecting portions 1212 connected to both ends of the arc-shaped portion 1211, and the arc-shaped portion 1211 is connected to the second support 112. , the connecting portion 1212 is respectively connected to the first support 111 and the hydraulic assembly 130 .
在本实施例中,减震组件120还包括抵持于弧形部1211与第二支座112之间的抵持组件122。In this embodiment, the shock absorbing assembly 120 further includes an abutting assembly 122 abutted between the arc portion 1211 and the second support 112 .
在本实施例中,弧形减震件121由一整块钢板制成。当然,并不仅限于此,在本实用新型的其他实施例中,弧形减震件121也可以由其他的方式制成,比如多个钢块进行弯折形成。In this embodiment, the arc-shaped shock absorber 121 is made of a whole steel plate. Of course, it is not limited thereto. In other embodiments of the present invention, the arc-shaped shock absorbing member 121 can also be made in other ways, such as bending a plurality of steel blocks.
可以理解的是,弧形减震件121的数量既可以为一个,也可以为多个,本实施例对弧形减震件121的数量不做具体限定。同时,多个弧形减震件121既可以相互独立,也可以依次连接在一起。It can be understood that the number of arc-shaped shock absorbing pieces 121 may be one or multiple, and the number of arc-shaped shock absorbing pieces 121 is not specifically limited in this embodiment. At the same time, the plurality of arc-shaped shock absorbers 121 can be independent from each other, or can be connected together sequentially.
在本实施例中,连接部1212设置有与第一支座111连接的第一连接孔12121和可与液压组件130滑动连接的限位孔12122。弧形部 1211设置有与第二支座112连接的第二连接孔12111。并且,在本实施例中,多个弧形减震件121相互依次连接,并在相邻两个弧形减震件121之间设置可与抵持组件122连接的第三连接孔123。In this embodiment, the connecting portion 1212 is provided with a first connecting hole 12121 connected with the first support 111 and a limiting hole 12122 slidably connected with the hydraulic component 130 . The arc portion 1211 is provided with a second connection hole 12111 connected with the second support 112. Moreover, in this embodiment, a plurality of arc-shaped shock absorbers 121 are connected to each other in sequence, and a third connection hole 123 that can be connected with the resisting assembly 122 is provided between two adjacent arc-shaped shock absorbers 121 .
需要说明的是,在本实施例中,为了使连接部1212与第一支座 111更加稳定地连接,第一支座111还设置有与连接部1212配合的安装凹槽1111。连接部1212可部分容置于安装凹槽1111内,安装凹槽1111的侧壁可对连接部1212进行限位。It should be noted that, in this embodiment, in order to connect the connecting portion 1212 to the first support 111 more stably, the first support 111 is also provided with a mounting groove 1111 that matches the connecting portion 1212 . The connecting portion 1212 can be partially accommodated in the mounting groove 1111 , and the sidewall of the mounting groove 1111 can limit the connecting portion 1212 .
请参阅图3,抵持组件122包括抵持座1221和抵持件1222,抵持座1221与第二支座112靠近第一支座111的一端连接,抵持件1222 抵持于抵持座1221的另一端和弧形部1211之间。Please refer to FIG. 3 , the abutting assembly 122 includes an abutting seat 1221 and an abutting member 1222, the abutting seat 1221 is connected to the end of the second support 112 close to the first support 111, and the abutting member 1222 is abutted against the abutting seat Between the other end of 1221 and the arc portion 1211.
请参阅图4,抵持座1221包括相互依次连接的多个第一连接座 12211和多个第二连接座12212,第一连接座12211与第二支座112 连接,第二连接座12212与弧形减震件121连接。抵持件1222抵持于第一连接座12211远离第二支座112的一端和弧形减震件121之间,以在弧形减震件121受力时,起到一定的缓冲作用。优选地,抵持件1222由弹性材料制成,比如橡胶等。Please refer to Fig. 4, the abutment seat 1221 includes a plurality of first connection seats 12211 and a plurality of second connection seats 12212 connected in sequence, the first connection seats 12211 are connected with the second support 112, the second connection seats 12212 are connected with the arc Shaped shock absorber 121 is connected. The resisting member 1222 is resisted between the end of the first connecting seat 12211 away from the second support 112 and the arc-shaped shock absorbing member 121 to play a certain buffering effect when the arc-shaped shock absorbing member 121 is stressed. Preferably, the resisting member 1222 is made of elastic material, such as rubber.
在本实施例中,第二支座112设置有与第一连接座12211连接的安装槽1122,安装槽1122的形状和结构与第一连接座12211相匹配,以将第一连接座12211更稳定地安装于第二支座112。同时,在本实施例中,第二连接座12212与第三连接孔123卡接。In this embodiment, the second support 112 is provided with a mounting groove 1122 connected with the first connecting seat 12211, and the shape and structure of the mounting groove 1122 is matched with the first connecting seat 12211 to make the first connecting seat 12211 more stable. ground mounted on the second support 112. Meanwhile, in this embodiment, the second connecting seat 12212 is engaged with the third connecting hole 123 .
请参阅图5,液压组件130包括活塞杆131、活塞缸132及弹性件133,活塞缸132与第二支座112连接,活塞杆131的一端容置于活塞缸132内并与活塞缸132连接,活塞缸132的另一端与弧形减震件121连接,弹性件133抵持于活塞杆131远离活塞缸132的一端与活塞缸132之间。Referring to Fig. 5, the hydraulic assembly 130 includes a piston rod 131, a piston cylinder 132 and an elastic member 133, the piston cylinder 132 is connected with the second support 112, and one end of the piston rod 131 is accommodated in the piston cylinder 132 and connected with the piston cylinder 132 , the other end of the piston cylinder 132 is connected to the arc-shaped shock absorber 121 , and the elastic member 133 is held between the end of the piston rod 131 away from the piston cylinder 132 and the piston cylinder 132 .
在本实施例中,活塞杆131与弧形减震件121设置的限位孔 12122连接,且当连接件140被剪断后,连接部1212可带动限位孔 12122沿活塞杆131滑动。In this embodiment, the piston rod 131 is connected to the limiting hole 12122 provided on the arc-shaped shock absorber 121, and when the connecting piece 140 is cut off, the connecting part 1212 can drive the limiting hole 12122 to slide along the piston rod 131.
可以理解的是,活塞杆131靠近第一支座111的一端在受到挤压后,致使活塞杆131相对活塞缸132产生移位,活塞缸132内的粘性阻尼介质在上下腔室内流动,吸收通过活塞杆131传递过来的载荷。位于活塞杆131与活塞缸132之间的弹性件133能够吸收一部分能量,避免液压组件130受到瞬时冲击力以后发生故障。由于粘性阻尼介质在短时间内不能大量地在上下腔室内流动,从而使活塞杆131 在短时间内不能产生移动,将整个结构锁定为刚性状态,进而增强系统的强度。It can be understood that, after the end of the piston rod 131 close to the first support 111 is squeezed, the piston rod 131 is displaced relative to the piston cylinder 132, and the viscous damping medium in the piston cylinder 132 flows in the upper and lower chambers, absorbing the The load transmitted by the piston rod 131. The elastic member 133 located between the piston rod 131 and the piston cylinder 132 can absorb a part of energy, so as to prevent the hydraulic component 130 from malfunctioning after being subjected to an instantaneous impact force. Since the viscous damping medium cannot flow in a large amount in the upper and lower chambers in a short time, the piston rod 131 cannot move in a short time, and the whole structure is locked in a rigid state, thereby enhancing the strength of the system.
在本实施例中,活塞杆131靠近第一支座111的一端部分嵌入第一支座111内,以确保在地震过程中,活塞杆131不会脱离第一支座 111。In this embodiment, one end of the piston rod 131 close to the first support 111 is embedded in the first support 111 to ensure that the piston rod 131 will not break away from the first support 111 during an earthquake.
在本实施例中,连接件140为剪力螺栓,并且在剪力螺栓外还套设有橡胶筒141,以适应在正常工况下弧形减震件121的热变形致使上部两端产生的移位。In this embodiment, the connecting piece 140 is a shear bolt, and a rubber tube 141 is sleeved outside the shear bolt, so as to adapt to the thermal deformation of the arc-shaped shock absorbing piece 121 under normal working conditions. shift.
在本实施例中,第一支座111靠近连接件140的一端设置有容置空间114,容置空间114的侧壁上设置有橡胶垫115,容置空间114 可用于容置弧形减震件121与连接件140连接的端部。In this embodiment, an accommodating space 114 is provided at one end of the first support 111 close to the connecting piece 140, and a rubber pad 115 is provided on the side wall of the accommodating space 114, and the accommodating space 114 can be used for accommodating arc shock absorbers. The end part of the piece 121 connected with the connecting piece 140.
可以理解的是,当连接件140折断后,弧形减震件121分别向两端移动,弧形减震件121的端部向容置空间114的方向移动。容置空间114的作用是为了容置弧形减震件121与连接件140连接的端部,以防止其脱落。容置空间114设置的橡胶垫115可以在弧形减震件 121向容置空间114运动时减小冲击,同时在地震过去后,便于弧形减震件121的复位。It can be understood that, when the connecting member 140 is broken, the arc-shaped shock absorbing member 121 moves to both ends respectively, and the end of the arc-shaped shock absorbing member 121 moves toward the accommodating space 114 . The function of the accommodating space 114 is to accommodate the end of the arc-shaped shock absorbing member 121 connected with the connecting member 140 to prevent it from falling off. The rubber pad 115 provided in the accommodating space 114 can reduce the impact when the arc-shaped shock-absorbing member 121 moves toward the accommodating space 114, and at the same time facilitate the reset of the arc-shaped shock-absorbing member 121 after the earthquake passes.
请结合参阅图1、图6和图7,在本实施例中,第一连接部1121 和第二连接部1131相互配合,以防止第二支座112和第三支座113 之间的在水平方向上的相对运动。Please refer to FIG. 1 , FIG. 6 and FIG. 7 . In this embodiment, the first connecting portion 1121 and the second connecting portion 1131 cooperate with each other to prevent the horizontal movement between the second support 112 and the third support 113 . relative motion in the direction.
在本实施例中,第一连接部1121包括卡槽11211和限位凹槽 11212,第二连接部1131包括与卡槽11211配合的凸起部11311和与限位凹槽11212配合的限位凸起11312。In this embodiment, the first connecting part 1121 includes a card slot 11211 and a limiting groove 11212, and the second connecting part 1131 includes a protrusion 11311 matched with the card slot 11211 and a limiting protrusion matched with the limiting groove 11212 From 11312.
需要说明的是,卡槽11211的高度大于凸起部11311的高度,即在凸起部11311和卡槽11211底壁之间存在一定的空间,该空间可以部分吸收第二支座112或第三支座113在竖直方向发生的位移,进而防止卡槽11211和凸起部11311的损坏,并提高了其寿命。优选地,凸起部11311与卡槽11211的底壁之间抵持有减震橡胶块116。It should be noted that the height of the slot 11211 is greater than the height of the protrusion 11311, that is, there is a certain space between the protrusion 11311 and the bottom wall of the slot 11211, and this space can partially absorb the second support 112 or the third support. The displacement of the support 113 in the vertical direction prevents damage to the engaging groove 11211 and the protrusion 11311 , and improves their lifespan. Preferably, the shock-absorbing rubber block 116 is resisted between the protrusion 11311 and the bottom wall of the slot 11211 .
需要说明的是,卡槽11211的宽度也大于凸起部11311的宽度,并且在凸起部11311与卡槽11211的侧壁之间抵持有缓冲橡胶块117。在正常工况下,缓冲橡胶块117可限制移位,确保结构的稳定性。在地震作用下,缓冲橡胶块117可以避免结构发生过大的转动移位,同时起到缓冲的作用。在地震消失以后,由于橡胶之前受到挤压会产生反向力,此时会推动结构逐渐复位。It should be noted that the width of the slot 11211 is also greater than the width of the protrusion 11311 , and the buffer rubber block 117 is abutted between the protrusion 11311 and the side wall of the slot 11211 . Under normal working conditions, the buffer rubber block 117 can limit displacement and ensure the stability of the structure. Under earthquake action, the buffer rubber block 117 can prevent excessive rotational displacement of the structure, and at the same time play a buffering role. After the earthquake disappears, the reverse force will be generated due to the extrusion of the rubber before, which will push the structure to gradually reset.
在本实施例中,第二支座112靠近第三支座113的一端还设置有减震凹槽,第三支座113靠近第二支座112的一端设置有与减震凹槽配合的减震凸起。In this embodiment, the end of the second support 112 close to the third support 113 is also provided with a shock absorbing groove, and the end of the third support 113 close to the second support 112 is provided with a shock absorbing groove matched with the shock absorbing groove. Shock raised.
可以理解的是,凸起部11311与第三支座113的连接处是垂直于水平面的,因此其承受水平剪力的能力比较小,在水平剪力过大的情况下容易被剪短,限位凸起11312和限位凹槽11212的配合,可以限制水平移位。也就是说,凸起部11311和卡槽11211主要用于限制第二支座112和第三支座113之间的转动角度,限位凸起11312和限位凹槽11212限制了第二支座112和第三支座113之间的水平位移,并且限位凸起11312和限位凹槽11212的接触面在第二支座112和第三支座113相对转动时,可以通过摩擦耗能。It can be understood that the connection between the raised portion 11311 and the third support 113 is perpendicular to the horizontal plane, so its ability to withstand horizontal shear force is relatively small, and it is easy to be cut short when the horizontal shear force is too large, limiting The cooperation between the position protrusion 11312 and the limit groove 11212 can limit the horizontal displacement. That is to say, the protrusion 11311 and the slot 11211 are mainly used to limit the rotation angle between the second support 112 and the third support 113, and the limiting protrusion 11312 and the limiting groove 11212 limit the rotation angle of the second support 112. The horizontal displacement between 112 and the third support 113, and the contact surface of the limiting protrusion 11312 and the limiting groove 11212 can dissipate energy through friction when the second support 112 and the third support 113 rotate relative to each other.
在本实施例中,限位凸起11312为凸球体,限位凹槽11212为与之配合的凹球体。也就是说,限位凸起11312和限位凹槽11212之间的连接面为球面。球面的接触面积较大,从而可以增强在第二支座 112和第三支座113相对转动时,限位凸起11312和限位凹槽11212 之间的摩擦耗能的能力。In this embodiment, the limiting protrusion 11312 is a convex sphere, and the limiting groove 11212 is a concave sphere matched therewith. That is to say, the connecting surface between the limiting protrusion 11312 and the limiting groove 11212 is a spherical surface. The contact area of the spherical surface is larger, so that when the second support 112 and the third support 113 rotate relative to each other, the frictional energy dissipation capacity between the limiting protrusion 11312 and the limiting groove 11212 can be enhanced.
并且,在本实施例中,第二支座112与第三支座113之间还设置有摩擦垫层150,以增大第二支座112与第三支座113之间的摩擦系数,以防止第二支座112与第三支座113因相互滑动而造成的磨损。Moreover, in this embodiment, a friction pad 150 is also provided between the second support 112 and the third support 113 to increase the coefficient of friction between the second support 112 and the third support 113, so as to Prevent the second bearing 112 and the third bearing 113 from being worn due to mutual sliding.
本实施例提供的可转换抗震模式的减震支座100的工作原理及有益效果:在正常情况下时,该可转换抗震模式的减震支座100为约束体系。弧形减震件121的一端通过连接件140与第一支座111连接,弧形减震件121的另一端与第二支座112连接。液压组件130的两端分别与弧形减震件121和第二支座112连接,并且液压组件130与弧形减震件121连接的部分还可以对弧形减震件121起到支承的作用。此时,连接件140用于承受水平剪力,其设计的承载能力可以确保在正常情况、风振以及中小级别地震的情况均不被剪断,而在大地震的作用下被剪断。因此,在正常工况下,弧形减震件121在连接件140 和液压组件130的共同作用下维持其结构的稳定性。第一连接部1121 和第二连接部1131相互配合,可确保第二支座112和第三支座113 之间不会发生水平移位。并且在大风的情况下能够维持结构的稳定性,吸收风振产生的能量。The working principle and beneficial effects of the shock-absorbing support 100 with a switchable anti-seismic mode provided in this embodiment: under normal circumstances, the shock-absorbing support 100 with a switchable anti-seismic mode is a restraint system. One end of the arc-shaped shock absorber 121 is connected to the first support 111 through a connecting member 140 , and the other end of the arc-shaped shock absorber 121 is connected to the second support 112 . Both ends of the hydraulic assembly 130 are respectively connected to the arc-shaped shock absorber 121 and the second support 112, and the part of the hydraulic assembly 130 connected to the arc-shaped shock absorber 121 can also support the arc-shaped shock absorber 121 . At this time, the connecting piece 140 is used to withstand horizontal shear force, and its design bearing capacity can ensure that it will not be sheared under normal conditions, wind vibration and small and medium-level earthquakes, but will be sheared under the action of a large earthquake. Therefore, under normal working conditions, the arc-shaped shock absorbing member 121 maintains its structural stability under the joint action of the connecting member 140 and the hydraulic assembly 130 . The first connecting portion 1121 and the second connecting portion 1131 cooperate with each other to ensure that no horizontal displacement occurs between the second support 112 and the third support 113 . And in the case of strong winds, it can maintain the stability of the structure and absorb the energy generated by wind vibration.
在大地震情况下时,由于弧形减震件121受到很大的瞬间冲击力,致使弧形减震件121与第一支座111连接的部分产生移位,连接件140被剪断,该可转换抗震模式的减震支座100转换为减震体系。液压组件130可以吸收连接件140断裂时产生的瞬时冲击能量以及地震过程中传递到支座的能量。液压组件130与弧形减震件121连接的一端在受到挤压后,致使液压组件130内的粘性阻尼介质流动,并吸收部分载荷。由于粘性阻尼介质在短时间内不能进行大量流动,从而使液压组件130在短时间内不能产生移动,进而将整个结构锁定为刚性状态,增强系统的强度。In the case of a large earthquake, because the arc-shaped shock-absorbing member 121 is subjected to a large instantaneous impact force, the part connected to the arc-shaped shock-absorbing member 121 and the first support 111 is displaced, and the connecting member 140 is sheared, which can The shock-absorbing support 100 that switches the anti-seismic mode is converted into a shock-absorbing system. The hydraulic assembly 130 can absorb the instantaneous impact energy generated when the connecting member 140 breaks and the energy transferred to the support during an earthquake. After the end of the hydraulic assembly 130 connected to the arc-shaped shock absorber 121 is squeezed, the viscous damping medium in the hydraulic assembly 130 flows and absorbs part of the load. Since the viscous damping medium cannot flow in a large amount in a short time, the hydraulic component 130 cannot move in a short time, and the entire structure is locked in a rigid state to enhance the strength of the system.
由于在地震过程中会产生较大的扭转力,使得第二支座112与第三支座113发生相对转动。第三支座113上的第二连接部1131和第二支座112上的第一连接部1121可以限制第二支座112和第三支座 113在水平方向上的转动角度。当地震消失以后,液压组件130靠近第一支座111的一端受到的压力减小,并逐步进行复位。因此,弧形减震件121在一定程度上恢复到较为稳定的位置,以维持支座的基本功能。第三支座113由于在第一连接部1121和第二连接部1131的作用下,产生的移位较小,同时受到反向力的作用,逐步向初始位置移动。使得在地震消失后,可转换抗震模式的减震支座100能在一定程度上保持其支承上部结构的功能,维持抗震救灾生命线的畅通。Due to the large torsional force generated during the earthquake, the second support 112 and the third support 113 are relatively rotated. The second connecting portion 1131 on the third support 113 and the first connecting portion 1121 on the second support 112 can limit the rotation angle of the second support 112 and the third support 113 in the horizontal direction. After the earthquake disappears, the pressure on the end of the hydraulic component 130 close to the first support 111 is reduced, and resets gradually. Therefore, the arc-shaped shock absorber 121 returns to a relatively stable position to maintain the basic function of the support. Due to the action of the first connecting portion 1121 and the second connecting portion 1131 , the third support 113 has a small displacement, and at the same time, it is acted by a reverse force and gradually moves to the initial position. After the earthquake disappears, the shock-absorbing support 100 that can switch the anti-seismic mode can maintain its function of supporting the upper structure to a certain extent, and maintain the unimpeded lifeline of anti-seismic disaster relief.
本实施例提供的可转换抗震模式的减震支座100的结构简单、功能全面、性能稳定,在地震作用下抗扭能力强、多方式耗散地震能量、结构稳定性高。The shock-absorbing bearing 100 with switchable anti-seismic modes provided in this embodiment has simple structure, comprehensive functions, stable performance, strong torsion resistance under earthquake action, multiple modes of seismic energy dissipation, and high structural stability.
第二实施例second embodiment
本实施例提供了一种减震桥梁装置(图未示),包括桥梁本体(图未示)、墩柱(图未示)及可转换抗震模式的减震支座100。可转换抗震模式的减震支座100包括第一支座111、第二支座112、第三支座113、减震组件120、液压组件130及连接件140。减震组件120 包括弧形减震件121,弧形减震件121位于第一支座111和第二支座 112之间,且弧形减震件121的一端与第二支座112连接,弧形减震件121的另一端通过连接件140与第一支座111连接,且当连接件 140脱离时,弧形减震件121与第一支座111可相对滑动。液压组件 130的一端与弧形减震件121靠近连接件140的一端连接,另一端与第二支座112连接。第二支座112靠近第三支座113的一侧设置有第一连接部1121,第三支座113靠近第二支座112的一侧设置有与第一连接部1121卡接的第二连接部1131。可转换抗震模式的减震支座 100位于桥梁本体与墩柱之间,且第一支座111与桥梁本体连接,第三支座113与墩柱连接。This embodiment provides a shock-absorbing bridge device (not shown), including a bridge body (not shown), pier columns (not shown), and a shock-absorbing support 100 that can switch the anti-seismic mode. The shock-absorbing support 100 with switchable anti-vibration mode includes a first support 111 , a second support 112 , a third support 113 , a shock-absorbing assembly 120 , a hydraulic assembly 130 and a connecting piece 140 . The shock absorbing assembly 120 includes an arc-shaped shock absorber 121, the arc-shaped shock absorber 121 is located between the first support 111 and the second support 112, and one end of the arc-shaped shock absorber 121 is connected to the second support 112, The other end of the arc-shaped shock absorbing member 121 is connected to the first support 111 through the connecting member 140 , and when the connecting member 140 is disengaged, the arc-shaped shock absorbing member 121 and the first support 111 can slide relative to each other. One end of the hydraulic assembly 130 is connected to an end of the arc-shaped shock absorbing member 121 close to the connecting member 140 , and the other end is connected to the second support 112 . The side of the second support 112 close to the third support 113 is provided with a first connecting portion 1121 , and the side of the third support 113 close to the second support 112 is provided with a second connection that snaps to the first connecting portion 1121 Section 1131. The shock-absorbing support 100 of the switchable anti-seismic mode is located between the bridge body and the pier column, and the first support 111 is connected with the bridge body, and the third support 113 is connected with the pier column.
本实施例提供的减震桥梁装置的结构简单、功能全面、性能稳定,在地震作用下抗扭能力强、多方式耗散地震能量、结构稳定性高。The shock-absorbing bridge device provided by this embodiment has simple structure, comprehensive functions, stable performance, strong torsion resistance under earthquake action, multi-mode dissipation of earthquake energy, and high structural stability.
以上所述仅为本实用新型的优选实施例而已,并不用于限制本实用新型,对于本领域的技术人员来说,本实用新型可以有各种更改和变化。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 utility model, and are not intended to limit the utility model. For those skilled in the art, the utility model can have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the present utility model shall be included in the protection scope of the present utility model.
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Cited By (2)
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CN107245943A (en) * | 2017-08-15 | 2017-10-13 | 四川大学 | The shock mount and damping bridging apparatus of convertible antidetonation pattern |
CN110685213A (en) * | 2019-10-23 | 2020-01-14 | 哈尔滨学院 | Stable positioning device for rail bridge base |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN107245943A (en) * | 2017-08-15 | 2017-10-13 | 四川大学 | The shock mount and damping bridging apparatus of convertible antidetonation pattern |
US10208437B1 (en) | 2017-08-15 | 2019-02-19 | Sichuan University | Damping bearing in convertible antiseismic mode and damping bridge apparatus |
CN110685213A (en) * | 2019-10-23 | 2020-01-14 | 哈尔滨学院 | Stable positioning device for rail bridge base |
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