CN204418411U - The adjustable energy by collision vibration absorber of a kind of multidimensional - Google Patents
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Abstract
本实用新型涉及一种多维可调碰撞耗能减振装置,包括:外箱体;与所述外箱体滑动连接的内箱体;所述内箱体的底部通过弹性减震组件与外箱体固定连接;内箱体内部设有一多方向连接件,该多方向连接件通过一刚性吊杆与质量球固定连接,通过质量球与内箱体的碰撞及内箱体的上下移动来减缓能耗。本方案中,通过设置能够摆动的万向球,减缓非竖直方向的能量;竖直方向的能量通过内箱体的相对位移来消耗,进而达到多方向减缓传递到建筑物上的能量的目的。
The utility model relates to a multi-dimensional adjustable collision energy consumption vibration reduction device, comprising: an outer box body; an inner box body slidingly connected with the outer box body; The body is fixedly connected; there is a multi-directional connector inside the inner box, and the multi-directional connector is fixedly connected to the mass ball through a rigid suspender, and the collision between the mass ball and the inner box and the movement of the inner box are slowed down. energy consumption. In this scheme, the energy in the non-vertical direction is slowed down by setting a swingable universal ball; the energy in the vertical direction is consumed through the relative displacement of the inner box, thereby achieving the purpose of slowing down the energy transmitted to the building in multiple directions .
Description
技术领域technical field
本实用新型涉及建筑结构领域,具体的说,是涉及一种多维可调碰撞耗能减振装置。The utility model relates to the field of building structures, in particular to a multi-dimensional adjustable collision energy consumption vibration reduction device.
背景技术Background technique
近年来,建筑结构的高度不断增加,结构形式日趋复杂,如何使建筑物具有良好的抗震或风性能,减少地震或风荷载对建筑物造成的危害成为土木工程领域的研究热点,受到越来越多的关注。目前常用的振动控制技术可以分为被动控制、主动控制、半主动控制、智能控制和混合控制。In recent years, the height of building structures has been increasing and the structural forms have become increasingly complex. How to make buildings have good earthquake or wind performance and reduce the damage caused by earthquake or wind loads to buildings has become a research hotspot in the field of civil engineering. Much attention. Currently commonly used vibration control technologies can be divided into passive control, active control, semi-active control, intelligent control and hybrid control.
结构被动控制一般是指在结构的某个部位附加一个子系统,或对结构自身的某些构件做构造上的处理以改变结构体系的动力特性。被动控制技术诸如调谐质量阻尼器、悬挂质量摆、调谐液体阻尼器等因其构造简单、造价低、易于维护且无需外界能源支持等优点而引起了广泛的关注,并成为当前应用开发的热点。Structural passive control generally refers to attaching a subsystem to a certain part of the structure, or doing structural processing on some components of the structure itself to change the dynamic characteristics of the structural system. Passive control technologies such as tuned mass dampers, suspended mass pendulums, and tuned liquid dampers have attracted widespread attention due to their simple structure, low cost, easy maintenance, and no need for external energy support, and have become a hot spot in current application development.
调谐质量阻尼器(TMD)是一种由弹簧、阻尼器和质量块组成的振动系统。其工作原理:结构在外部激励(地震或风荷载)下产生振动,带动调谐质量阻尼器系统一起振动,调谐质量阻尼器系统相对运动产生的惯性力反作用到结构上,通过调谐这个惯性力实现对结构的振动控制。A tuned mass damper (TMD) is a vibration system consisting of a spring, a damper and a mass. Its working principle: the structure vibrates under external excitation (earthquake or wind load), which drives the tuned mass damper system to vibrate together, and the inertial force generated by the relative motion of the tuned mass damper system reacts on the structure. Vibration control of structures.
悬挂质量摆减振装置是把质量摆悬挂在结构上,当体系在外部激励下结构产生水平振动时,带动质量摆的振动。而摆振动产生的惯性力则反作用于结构本身,当这种惯性力与结构本身的运动相反时就产生了振动控制效果,从而达到控制结构振动的目的。The suspended mass pendulum vibration damping device is to suspend the mass pendulum on the structure. When the system generates horizontal vibration under external excitation, the mass pendulum will be driven to vibrate. The inertial force generated by the pendulum vibration reacts on the structure itself. When the inertial force is opposite to the movement of the structure itself, the vibration control effect is produced, so as to achieve the purpose of controlling the vibration of the structure.
申请号为201410314460.1的中国专利文献记载了一种建筑物的减震装置,包括阻尼结构,所述阻尼结构包括嵌固与建筑物某一区间的内部中央处的基座悬吊于所述基座上的摆动组件,所述摆动组件包括与所述基座转动连接的摆臂及安装在所述摆臂下端的摆锤;所述建筑物减震装置还包括一端与上述摆锤相连,另一端与地面可转动支座相连的消能结构。该方案中,在地震较小的情况下可起到平衡建筑物,能够减小建筑物左右摆动幅度。The Chinese patent document with application number 201410314460.1 describes a shock absorbing device for a building, which includes a damping structure, and the damping structure includes a base embedded in a certain section of the building and suspended from the base The swing assembly on the base, the swing assembly includes a swing arm connected to the base and a pendulum installed at the lower end of the swing arm; the building shock absorber also includes one end connected to the pendulum, and the other end An energy dissipation structure connected to a ground rotatable support. In this scheme, the building can be balanced in the case of a small earthquake, and the left-right swinging amplitude of the building can be reduced.
申请号:201320013261.8的中国专利文献记载了一种建筑物减震装置,包括底衬板、螺栓、螺母、减震球、箱式球架、上衬板和橡胶减震密封套组成,在橡胶减震密封套的上部,设有水平方向且互为垂直的减震孔一和减震孔二,在橡胶减震密封套的顶部设有联结柱;箱式球架由螺栓和螺母将上球架和下球架联接在一起,在上球架和下球架上分别设置有减震球孔,将减震球定位于减震球孔内;底衬板、减震球、箱式球架和上衬板按照顺序安装在橡胶减震密封套的内部;橡胶减震密封套的底部设有凸缘,凸缘和底衬板上设有安装孔。该方案可以缓冲地震时产生垂直和水平的破坏力,减小地震对建筑物的破坏。The Chinese patent document with application number: 201320013261.8 records a kind of building damping device, which consists of a bottom liner, bolts, nuts, shock-absorbing balls, a box-type ball frame, an upper liner and a rubber shock-absorbing sealing sleeve. The upper part of the shock-absorbing sealing sleeve is provided with shock-absorbing hole 1 and shock-absorbing hole 2 which are horizontal and perpendicular to each other, and a coupling column is arranged on the top of the rubber shock-absorbing sealing sleeve; It is connected with the lower ball rack, and the upper ball rack and the lower ball rack are respectively provided with shock-absorbing ball holes, and the shock-absorbing balls are positioned in the shock-absorbing ball holes; the bottom liner, shock-absorbing balls, box-type ball racks and The upper liner is installed inside the rubber shock-absorbing sealing sleeve in order; the bottom of the rubber shock-absorbing sealing sleeve is provided with a flange, and the flange and the bottom liner are provided with installation holes. This scheme can buffer the vertical and horizontal destructive forces generated during earthquakes and reduce the damage to buildings caused by earthquakes.
上述装置中,只能控制一个方向或某几个特定方向的振动,而考虑到地震或风荷载激励方向的不确定性和多维性,以及结构振动的复杂性,这样的振动控制装置无法很好的满足振动控制的要求。Among the above-mentioned devices, only vibration in one direction or certain specific directions can be controlled, but considering the uncertainty and multi-dimensionality of the excitation direction of earthquake or wind load, as well as the complexity of structural vibration, such a vibration control device cannot be well meet the requirements of vibration control.
因此,如何设计一种全新的装置,使之能够多方向的减缓地震能量和风风荷载激励能量,来有效的建筑物负载的能量,是本领域技术人员函需解决的。Therefore, how to design a brand-new device so that it can slow down the earthquake energy and the wind load excitation energy in multiple directions to effectively load the energy of the building is something that those skilled in the art need to solve.
实用新型内容Utility model content
本实用新型的目的是为克服上述现有技术的不足,提供一种多维可调碰撞耗能减振装置。本方案所提供的减振装置,通过设计全新的结构,实现了多方向能量消耗,有效的减少的建筑物被地震能及风能的影响,达到耗能减振的效果。The purpose of this utility model is to provide a multi-dimensional adjustable collision energy consumption and vibration reduction device to overcome the above-mentioned shortcomings of the prior art. The vibration damping device provided by this scheme, through the design of a new structure, realizes multi-directional energy consumption, effectively reduces the impact of earthquake energy and wind energy on buildings, and achieves the effect of energy consumption and vibration reduction.
为了达成上述目的,本实用新型采用如下技术方案:In order to achieve the above object, the utility model adopts the following technical solutions:
一种多维可调碰撞耗能减振装置,包括:A multi-dimensional adjustable collision energy dissipation vibration reduction device, comprising:
外箱体;Outer box;
与所述外箱体滑动连接的内箱体;an inner box that is slidably connected to the outer box;
所述内箱体的底部通过弹性减震组件与外箱体固定连接;内箱体内部设有一多方向连接件,该多方向连接件通过一刚性吊杆与质量球固定连接,通过质量球与内箱体的碰撞来消耗非竖直方向的能量,且内箱体和弹性减震组件构成调谐质量阻尼器结构,实现竖向耗能。The bottom of the inner box is fixedly connected to the outer box through an elastic damping assembly; a multi-directional connector is provided inside the inner box, and the multi-directional connector is fixedly connected to the mass ball through a rigid suspension rod, and the mass ball The energy in the non-vertical direction is consumed by the collision with the inner box, and the inner box and the elastic damping component form a tuned mass damper structure to realize vertical energy dissipation.
优选的,所述多方向连接件为万向铰。Preferably, the multidirectional connector is a universal hinge.
优选的,所述质量球的外部包裹有粘弹性材料层。Preferably, the outside of the mass sphere is wrapped with a layer of viscoelastic material.
优选的,所述弹性组件包括弹簧组与阻尼器组,弹簧组包括多个弹簧,任一弹簧的上端均与内箱体固定连接,弹簧的下端与外箱体固定连接。Preferably, the elastic assembly includes a spring set and a damper set, the spring set includes a plurality of springs, the upper end of any spring is fixedly connected to the inner box, and the lower end of the spring is fixedly connected to the outer box.
优选的,所述阻尼器组包括多个液体粘滞阻尼器,任一液体粘滞阻尼器的上端均与内箱体固定连接,液体粘滞阻尼器的下端与外箱体固定连接。Preferably, the damper group includes a plurality of liquid viscous dampers, the upper end of any liquid viscous damper is fixedly connected to the inner box, and the lower end of the liquid viscous damper is fixedly connected to the outer box.
优选的,所述内箱体的外壁设置有滑块,外箱体的内壁设有与所述滑块相适配的竖向导轨。Preferably, the outer wall of the inner box is provided with sliders, and the inner wall of the outer box is provided with vertical guide rails matching the sliders.
优选的,所述粘弹性材料层为橡胶、硅胶、乳胶或环氧树脂。Preferably, the viscoelastic material layer is rubber, silica gel, latex or epoxy resin.
优选的,所述刚性吊杆的中心线与外箱体的中心线重合。Preferably, the centerline of the rigid suspender coincides with the centerline of the outer box.
优选的,所述外箱体及内箱体均为金属材质,所述外箱体及内箱体均为圆筒状结构。Preferably, both the outer box and the inner box are made of metal, and both the outer box and the inner box are cylindrical structures.
优选的,所述弹簧和液体粘滞阻尼器为间隔设置。Preferably, the spring and the liquid viscous damper are arranged at intervals.
本实用新型的有益效果是:通过设置能够摆动的万向球,其在摆动过程中与筒壁发生碰撞,减缓非竖直方向的能量;内箱体、弹簧和液体粘滞阻尼器组成了竖向的调谐质量阻尼器结构,来实现竖向耗能,进而达到多方向减缓传递到建筑物上的能量的目的。The beneficial effects of the utility model are: by setting the universal ball capable of swinging, it collides with the cylinder wall during the swinging process, slowing down the energy in the non-vertical direction; the inner box, the spring and the liquid viscous damper form a vertical The directional tuned mass damper structure is used to achieve vertical energy dissipation, thereby achieving the purpose of slowing down the energy transmitted to the building in multiple directions.
附图说明:Description of drawings:
为了更清楚地说明本实用新型实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本实用新型的一些实施例,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的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the accompanying drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description These are only some embodiments of the utility model, and those skilled in the art can also obtain other drawings based on these drawings without creative work.
图1是本实用新型的结构示意图;Fig. 1 is a structural representation of the utility model;
图2是图1的A-A向剖视图;Fig. 2 is the A-A direction sectional view of Fig. 1;
其中:1、万向铰,2、刚性吊杆,3、粘弹性材料层,4、质量球,5、内箱体,6、外箱体,7、液体粘滞阻尼器,8、弹簧,9、竖向导轨,10、滑块。Among them: 1. Universal hinge, 2. Rigid suspender, 3. Viscoelastic material layer, 4. Mass ball, 5. Inner box, 6. Outer box, 7. Liquid viscous damper, 8. Spring, 9, vertical guide rail, 10, slide block.
具体实施方式:Detailed ways:
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,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做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。The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of them. example. 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.
实施例1:一种多维可调碰撞耗能减振装置,其结构如图1-2所示:包括:外箱体6;Embodiment 1: A multi-dimensional adjustable collision energy dissipation and vibration reduction device, its structure is shown in Figure 1-2: including: outer box 6;
与所述外箱体6滑动连接的内箱体5;The inner box body 5 that is slidingly connected with the outer box body 6;
所述内箱体5的底部通过弹性减震组件与外箱体6固定连接;内箱体5内部设有一多方向连接件,该多方向连接件通过刚性吊杆2与质量球4固定连接,通过质量球4与内箱体5的碰撞及内箱体5的上下移动来减缓能耗。The bottom of the inner box 5 is fixedly connected to the outer box 6 through an elastic damping assembly; a multi-directional connector is provided inside the inner box 5, and the multi-directional connector is fixedly connected to the mass ball 4 through a rigid boom 2 , the energy consumption is slowed down through the collision between the mass ball 4 and the inner box body 5 and the up and down movement of the inner box body 5 .
所述多方向连接件为万向铰1。The multidirectional connector is a universal hinge 1 .
所述质量球4的外部包裹有粘弹性材料层3。The outside of the mass ball 4 is wrapped with a viscoelastic material layer 3 .
所述弹性组件包括弹簧组与阻尼器组,弹簧组包括多个弹簧8,任一弹簧8的上端均与内箱体5固定连接,弹簧8的下端与外箱体6固定连接。The elastic assembly includes a spring set and a damper set. The spring set includes a plurality of springs 8 . The upper end of any spring 8 is fixedly connected to the inner box 5 , and the lower end of the spring 8 is fixedly connected to the outer box 6 .
所述阻尼器组包括多个液体粘滞阻尼器7,任一液体粘滞阻尼器7的上端均与内箱体5固定连接,液体粘滞阻尼器7的下端与外箱体6固定连接。The damper group includes a plurality of liquid viscous dampers 7 , the upper end of any liquid viscous damper 7 is fixedly connected with the inner box body 5 , and the lower end of the liquid viscous damper 7 is fixedly connected with the outer box body 6 .
万向铰1、刚性吊杆2及质量球4组成悬挂质量摆结构。The universal hinge 1, the rigid suspender 2 and the mass ball 4 form a suspended mass pendulum structure.
液体粘滞阻尼器7、弹簧8和内箱体5组成调谐质量阻尼器结构。The liquid viscous damper 7, the spring 8 and the inner box 5 form a tuned mass damper structure.
所述内箱体5的外壁设置有四个滑块10,外箱体6的内壁设有与所述四个滑块10相适配的四个竖向导轨9,以便于内箱体5上下滑动,且防止内箱体5摆动,在长时间使用后,应当在导轨内涂抹润滑油,保证滑动正常。The outer wall of the inner box body 5 is provided with four sliders 10, and the inner wall of the outer box body 6 is provided with four vertical guide rails 9 that are compatible with the four sliders 10, so that the inner box body 5 goes up and down. Sliding, and to prevent the inner box 5 from swinging, after a long time of use, lubricating oil should be applied in the guide rail to ensure normal sliding.
所述粘弹性材料层3为橡胶、硅胶、乳胶或环氧树脂的一种。The viscoelastic material layer 3 is one of rubber, silica gel, latex or epoxy resin.
所述刚性吊杆2的中心线与外箱体6的中心线重合。The centerline of the rigid suspender 2 coincides with the centerline of the outer box 6 .
所述外箱体6及内箱体5均为金属材质,外箱体6及内箱体5均为圆筒状结构,金属材质强度高,材料广泛,易于加工实现;圆筒状的结构利于金属球水平方向与筒壁发生碰撞,起到耗能的作用。The outer box body 6 and the inner box body 5 are made of metal, the outer box body 6 and the inner box body 5 are cylindrical structures, the metal material has high strength, wide range of materials, and is easy to process and realize; the cylindrical structure is conducive to The metal ball collides with the cylinder wall in the horizontal direction to consume energy.
所述弹簧8和液体粘滞阻尼器7为间隔设置。The spring 8 and the liquid viscous damper 7 are arranged at intervals.
较佳的应用场合为:将本装置固定连接于建筑物的顶部。The preferred application occasion is: the device is fixedly connected to the top of the building.
本方案中,质量球4为包裹有粘弹材料层3,质量球4可选择金属材质,质量球4在与内箱体5的内壁碰撞过程中,可以有效地减小结构振动的能量,起到耗能减振的效果。实际应用中,可根据不同的建筑类型,来改变弹簧的刚度及刚性吊杆的长度,来改变的频率达到最佳的效果。In this solution, the mass ball 4 is wrapped with a viscoelastic material layer 3, and the mass ball 4 can be made of metal. When the mass ball 4 collides with the inner wall of the inner box body 5, the energy of the structural vibration can be effectively reduced, and the To the effect of energy dissipation and vibration reduction. In practical applications, the stiffness of the spring and the length of the rigid suspender can be changed according to different building types to achieve the best effect.
本方案中通过万向铰1依次刚性吊杆2和质量球4,发生竖向振动时,质量球4不会发生竖直跳动,保证其他方向振动与竖向振动互不影响。In this scheme, the rigid suspender 2 and the mass ball 4 are sequentially passed through the universal joint 1. When vertical vibration occurs, the mass ball 4 will not jump vertically, ensuring that vibration in other directions and vertical vibration do not affect each other.
万向铰1可以使得质量球4可以在内箱体5内部任意方向摆动。The universal hinge 1 can make the mass ball 4 swing in any direction inside the inner box body 5 .
因此,悬挂质量摆结构和调谐质量阻尼器结构使得本装置可以在多方向上进行减振耗能,解决了现有技术中的减振装置在地震等发生时多维性较差的问题。Therefore, the structure of the suspended mass pendulum and the structure of the tuned mass damper enable the device to reduce vibration and consume energy in multiple directions, which solves the problem of poor multi-dimensionality of the vibration reduction device in the prior art when earthquakes and the like occur.
对所公开的实施例的上述说明,使本领域专业技术人员能够实现或使用本实用新型。对这些实施例的多种修改对本领域的专业技术人员来说将是显而易见的,本文中所定义的一般原理可以在不脱离本实用新型的精神或范围的情况下,在其它实施例中实现。因此,本实用新型将不会被限制于本文所示的这些实施例,而是要符合与本文所公开的原理和新颖特点相一致的最宽的范围。The above description of the disclosed embodiments enables those skilled in the art to realize or use the utility model. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the invention. Therefore, the present invention will not be limited to these embodiments shown herein, but will conform to the widest scope consistent with the principles and novel features disclosed herein.
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
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CN104594520A (en) * | 2015-01-13 | 2015-05-06 | 山东大学 | Multi-dimensional adjustable collision energy dissipation device |
CN105350678A (en) * | 2015-11-26 | 2016-02-24 | 广州大学 | Novel three-dimensional shock isolation device with large vertical static rigidity |
CN106320558A (en) * | 2016-10-26 | 2017-01-11 | 山东大学 | Mixed type multi-dimensional and multi-level energy dissipation device |
CN106400996A (en) * | 2016-09-07 | 2017-02-15 | 同济大学 | Vertical frequency adjustment mass damper for model test and design method of vertical frequency adjustment mass damper |
CN106988429A (en) * | 2017-04-10 | 2017-07-28 | 武汉理工大学 | A kind of multiple multidimensional earthquake damping and isolating mechanism |
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
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CN104594520A (en) * | 2015-01-13 | 2015-05-06 | 山东大学 | Multi-dimensional adjustable collision energy dissipation device |
CN104594520B (en) * | 2015-01-13 | 2017-01-18 | 山东大学 | Multi-dimensional adjustable collision energy dissipation device |
CN105350678A (en) * | 2015-11-26 | 2016-02-24 | 广州大学 | Novel three-dimensional shock isolation device with large vertical static rigidity |
CN105350678B (en) * | 2015-11-26 | 2017-11-21 | 广州大学 | A kind of novel tri-dimensional shock-insulating device with larger vertical Static stiffness |
CN106400996A (en) * | 2016-09-07 | 2017-02-15 | 同济大学 | Vertical frequency adjustment mass damper for model test and design method of vertical frequency adjustment mass damper |
CN106320558A (en) * | 2016-10-26 | 2017-01-11 | 山东大学 | Mixed type multi-dimensional and multi-level energy dissipation device |
CN106988429A (en) * | 2017-04-10 | 2017-07-28 | 武汉理工大学 | A kind of multiple multidimensional earthquake damping and isolating mechanism |
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