[go: up one dir, main page]

CN105220791B - Multidimensional dual adjustable formula damping control device - Google Patents

Multidimensional dual adjustable formula damping control device Download PDF

Info

Publication number
CN105220791B
CN105220791B CN201510795676.9A CN201510795676A CN105220791B CN 105220791 B CN105220791 B CN 105220791B CN 201510795676 A CN201510795676 A CN 201510795676A CN 105220791 B CN105220791 B CN 105220791B
Authority
CN
China
Prior art keywords
elastic part
control device
rod
axis direction
damping control
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201510795676.9A
Other languages
Chinese (zh)
Other versions
CN105220791A (en
Inventor
田利
荣坤杰
盖霞
王文明
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shandong University
Original Assignee
Shandong University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shandong University filed Critical Shandong University
Priority to CN201510795676.9A priority Critical patent/CN105220791B/en
Publication of CN105220791A publication Critical patent/CN105220791A/en
Application granted granted Critical
Publication of CN105220791B publication Critical patent/CN105220791B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Vibration Prevention Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

多维双重可调式减振控制装置,其结构包括底板、弹性部件I、弹性部件II、活动件和质量摆,弹性部件I顶端设置支撑杆,弹性部件I沿Z轴方向变形带动支撑杆在Z轴方向移动,以实现Z轴方向的减振;弹性部件II和活动件位于弹性部件I的上方,活动件随弹性部件II的变形而在X轴方向移动,以实现X轴方向的减振;质量摆设置在活动件下表面的中心部位,质量摆在Y轴方向摆动,以实现Y轴方向的减振。所述质量摆的质量块内设有液体使质量摆形成调谐液体阻尼器,从而实现双重减振。本发明能够双重减小结构在三向上地震或风等荷载作用下的振动响应,具有原理简单、便于安装和性价比高等特点。

The multi-dimensional double-adjustable damping control device has a structure including a bottom plate, an elastic part I, an elastic part II, a movable part, and a mass pendulum. A support rod is set on the top of the elastic part I, and the deformation of the elastic part I along the Z-axis drives the support rod to move along the Z-axis. Move in the direction of the Z axis to achieve vibration reduction in the Z-axis direction; the elastic part II and the movable part are located above the elastic part I, and the movable part moves in the X-axis direction with the deformation of the elastic part II to achieve vibration reduction in the X-axis direction; The pendulum is arranged at the center of the lower surface of the movable part, and the mass pendulum swings in the Y-axis direction to achieve vibration reduction in the Y-axis direction. Liquid is provided in the mass block of the mass pendulum so that the mass pendulum forms a tuned liquid damper, thereby realizing double vibration reduction. The invention can double reduce the vibration response of the structure under loads such as earthquake or wind in three directions, and has the characteristics of simple principle, convenient installation and high cost performance.

Description

多维双重可调式减振控制装置Multi-dimensional dual adjustable damping control device

技术领域technical field

本发明涉及建筑结构领域,具体地说是一种多维双重可调式减振控制装置,主要应用于大跨、高耸等相关结构的减振控制。The invention relates to the field of building structures, in particular to a multi-dimensional double-adjustable damping control device, which is mainly used in the damping control of large-span, towering and other related structures.

背景技术Background technique

近年来,在大地震和风灾造成损失越来越严重的情况下,人们越来越认识到传统的结构设计对未知强度的自然灾害抵御能力的局限性和不可改变性(如地震设防烈度的不确定性及灾害性天气超出历史统计等)。结构振动控制技术改变了传统的采用承重结构体系直接抵御灾害作用的思路,而釆用非承重的结构控制装置或者构件来减小主体结构的灾害响应,提高工程结构抵御灾害作用的能力,使工程结构在灾害的作用下少损坏或不损坏,并使其完全满足设计要求有了可能,是土木工程结构防灾减灾设计思想的新变革。In recent years, in the case of more and more serious losses caused by large earthquakes and wind disasters, people are increasingly aware of the limitations and inalterability of traditional structural design for natural disasters of unknown intensity (such as the different seismic fortification intensity). Deterministic and disastrous weather exceeds historical statistics, etc.). Structural vibration control technology has changed the traditional way of using load-bearing structural systems to directly resist disasters, and uses non-load-bearing structural control devices or components to reduce the disaster response of the main structure and improve the ability of engineering structures to resist disasters. It is possible for the structure to be less damaged or not damaged under the action of disasters, and to make it fully meet the design requirements, which is a new change in the design thinking of disaster prevention and mitigation of civil engineering structures.

当前,由于被动控制装置不需要外部能量提供控制力,而且控制过程不依赖于结构反应和外界干扰信息,构造简单、造价低、易于维护等诸多优点,在实际工程中应用较多,目前应用的被动减振控制装置主要有以下调谐质量阻尼器(TMD)、悬挂质量摆(SMP)和调谐液体阻尼器(TLD)。At present, because the passive control device does not require external energy to provide control force, and the control process does not depend on structural response and external interference information, it has many advantages such as simple structure, low cost, and easy maintenance, and is widely used in practical engineering. Passive damping control devices mainly include the following tuned mass damper (TMD), suspended mass pendulum (SMP) and tuned liquid damper (TLD).

调谐质量阻尼器是一种由弹簧、阻尼器和质量块组成的被动控制系统,其工作原理是:结构在外部激励下产生振动,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。The tuned mass damper is a passive control system composed of springs, dampers and mass blocks. Its working principle is: the structure vibrates under external excitation, which drives the tuned mass damper system to vibrate together, and the tuned mass damper system moves relative to each other. The generated inertial force reacts to the structure, and the vibration control of the structure is realized by tuning this inertial force.

悬挂质量摆结构减振体系是把质量摆悬挂在结构上,当体系在地震或风荷载作用下结构产生水平振动时,带动摆的振动;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制振效果,从而达到控制结构振动的目的。The vibration reduction system of suspended mass pendulum structure is to suspend the mass pendulum on the structure. When the system generates horizontal vibration under the action of earthquake or wind load, it will drive the vibration of the pendulum; and the inertial force generated by the pendulum vibration will react on the structure itself. When this inertial force is opposite to the movement of the structure itself, it produces a damping effect, thereby achieving the purpose of controlling the vibration of the structure.

调谐液体阻尼器的工作原理:结构振动带动液体晃动产生与结构运动相反方向的动水压力(等效于阻尼力)来达到减小主体结构振动的目的。The working principle of the tuned liquid damper: the structural vibration drives the liquid to slosh to generate hydrodynamic pressure (equivalent to the damping force) in the opposite direction to the structural motion to reduce the vibration of the main structure.

目前,对于实际工程中应用减振装置的越来越多,如:台北101大楼,上海环球金融大厦等,但各种形式的减振器大多仅针对结构某一个或两个方向进行振动控制,而考虑到结构振动的复杂性,这样的振动控制装置无法很好的满足振动控制的要求。At present, more and more vibration damping devices are used in practical projects, such as: Taipei 101 Building, Shanghai World Financial Building, etc., but most of the various forms of vibration dampers only control vibration in one or two directions of the structure. However, considering the complexity of structural vibration, such a vibration control device cannot well meet the requirements of vibration control.

发明内容Contents of the invention

针对上述问题,本发明的目的在于提供一种多维双重可调式减振控制装置,该装置能够减小高耸结构(尤其是塔式结构形式)在左右方向(X轴)、前后方向(Y轴)以及上下方向(Z轴)上地震或风等荷载作用下的振动响应,保护主体结构。In view of the problems referred to above, the object of the present invention is to provide a multi-dimensional double adjustable damping control device, which can reduce the vibration of high-rise structures (especially tower structures) in the left-right direction (X-axis) and front-rear direction (Y-axis). And the vibration response under loads such as earthquake or wind in the up and down direction (Z axis) to protect the main structure.

本发明解决其技术问题所采取的技术方案是:多维双重可调式减振控制装置,包括底板、弹性部件I、弹性部件II、活动件和质量摆,底板用于承载整个装置。The technical solution adopted by the present invention to solve the technical problem is: a multi-dimensional double-adjustable damping control device, including a bottom plate, an elastic component I, an elastic component II, a movable part and a mass pendulum, and the bottom plate is used to carry the entire device.

弹性部件I的底端固定连接在底板上,弹性部件I顶端设置支撑杆,弹性部件I沿Z轴方向变形带动支撑杆在Z轴方向移动,以实现Z轴方向的减振。The bottom end of the elastic part 1 is fixedly connected to the base plate, the top of the elastic part 1 is provided with a support rod, and the deformation of the elastic part 1 along the Z-axis direction drives the support rod to move in the Z-axis direction, so as to realize the vibration reduction in the Z-axis direction.

弹性部件II和活动件位于弹性部件I的上方,弹性部件II对称的布置在活动件的两侧,活动件随弹性部件II的变形而在X轴方向移动,以实现X轴方向的减振。The elastic part II and the movable part are located above the elastic part I, and the elastic part II is symmetrically arranged on both sides of the movable part, and the movable part moves in the X-axis direction with the deformation of the elastic part II, so as to achieve vibration reduction in the X-axis direction.

质量摆设置在活动件下表面的中心部位,所述质量摆为单向摆且在Y轴方向摆动,以实现Y轴方向的减振。The mass pendulum is arranged at the center of the lower surface of the movable part. The mass pendulum is a one-way pendulum and swings in the Y-axis direction to achieve vibration reduction in the Y-axis direction.

可以通过改变弹性部件I和弹性部件II的刚度、质量摆的长度,对减振装置的频率进行调节。The frequency of the vibration damping device can be adjusted by changing the stiffness of the elastic component I and the elastic component II, and the length of the mass pendulum.

进一步的技术方案为:所述质量摆包括摆动杆和质量块,摆动杆的顶端通过单向铰链连接在活动件上,摆动杆的底端连接质量块;所述质量块内设有液体使质量摆形成调谐液体阻尼器,从而实现双重减振。A further technical solution is: the mass pendulum includes a swing rod and a mass block, the top of the swing rod is connected to the movable part through a one-way hinge, and the bottom end of the swing rod is connected to the mass block; the mass block is provided with a liquid to make the mass The pendulum forms a tuned liquid damper, resulting in double vibration damping.

进一步的技术方案为:所述的质量块为两端封闭的弧形管,弧形管内部的空腔内装有水。质量块设置为弧形管,水在弧形管内晃动时,其上表面会被限制出现不同的高度,使其出现不规则性,进一步避免共振效应,增强减振效果。同时,质量块内的液体采用水,水不仅流动性好,密度合适,而且无毒无味,不会产生污染。A further technical solution is: the mass block is an arc-shaped tube with both ends closed, and the cavity inside the arc-shaped tube is filled with water. The mass block is set as an arc-shaped tube. When the water sloshes in the arc-shaped tube, its upper surface will be restricted to have different heights, making it irregular, further avoiding the resonance effect and enhancing the vibration reduction effect. At the same time, the liquid in the mass block is water, which not only has good fluidity and appropriate density, but also is non-toxic and tasteless, and will not cause pollution.

进一步的技术方案为:所述的弹性部件I包括四个竖向弹簧,四个竖向弹簧呈矩形排列,四个竖向弹簧的外部分别套置有套筒以使其沿竖直方向变形;竖向弹簧和套筒的底端均固定连接在底板上,竖向弹簧的顶端连接一盖板,盖板随竖向弹簧的变形在套筒内移动,所述支撑杆为纵向杆并连接在盖板的顶部。A further technical solution is: the elastic part 1 includes four vertical springs, the four vertical springs are arranged in a rectangle, and the outsides of the four vertical springs are respectively sleeved with sleeves so as to deform in the vertical direction; The bottom ends of the vertical spring and the sleeve are fixedly connected to the base plate, and the top end of the vertical spring is connected with a cover plate, and the cover plate moves in the sleeve with the deformation of the vertical spring, and the support rod is a longitudinal rod connected to the top of the cover.

弹性部件I呈矩形排列,便于弹性部件II及活动件在其上方的设置,简化整个装置的结构。The elastic parts I are arranged in a rectangle, which facilitates the arrangement of the elastic parts II and the movable parts above them, and simplifies the structure of the whole device.

进一步的技术方案为:所述的弹性部件II和活动件设置在一个矩形框架上,矩形框架设置在所述支撑杆的顶端,矩形框架包括两个长边杆件和两个短边杆件,矩形框架的四个角处分别与四个支撑杆的顶端固定连接。A further technical solution is: the elastic part II and the movable part are arranged on a rectangular frame, the rectangular frame is arranged on the top of the support rod, and the rectangular frame includes two long-side rods and two short-side rods, The four corners of the rectangular frame are respectively fixedly connected with the top ends of the four support rods.

矩形框架与弹性部件I的四个支撑杆连接后构成一个整体的框架,具有一定的基础稳定性,同时因为弹性部件I中各个竖向弹簧的刚度一致,能够避免矩形框架发生偏斜,从而保证弹性部件II在X轴方向进行振动控制。The rectangular frame is connected with the four support rods of the elastic part I to form an integral frame, which has a certain foundation stability. At the same time, because the rigidity of each vertical spring in the elastic part I is consistent, it can avoid the deflection of the rectangular frame, thereby ensuring The elastic part II performs vibration control in the X-axis direction.

进一步的技术方案为:所述的活动件包括两个套管和一个连杆,两个套管分别活动套置在两个长边杆件上,连杆的两端分别与两个套管的中心部位相连接。套管的内壁和长边杆件的侧壁均为光滑面,活动件的套管套置在矩形框架的长边杆件上,可保证活动件沿矩形框架的长边杆件移动,避免其偏离X轴方向。A further technical solution is: the movable part includes two bushings and a connecting rod, the two bushings are respectively movably sleeved on the two long-side rods, and the two ends of the connecting rod are respectively connected to the ends of the two bushings. The central parts are connected. The inner wall of the casing and the side wall of the long-side rod are both smooth, and the sleeve of the movable part is sleeved on the long-side rod of the rectangular frame, which can ensure that the movable part moves along the long-side rod of the rectangular frame to avoid its Off the X-axis direction.

进一步的技术方案为:所述的弹性部件II包括四个水平弹簧和两个液体粘滞阻尼器,水平弹簧和液体粘滞阻尼器对称的分设于活动件的两侧,使活动件随着水平弹簧和液体粘滞阻尼器的变形沿长边杆件移动。A further technical solution is: the elastic part II includes four horizontal springs and two liquid viscous dampers, and the horizontal springs and liquid viscous dampers are symmetrically arranged on both sides of the movable part, so that the movable part moves with the horizontal The deformation of the spring and hydro-viscous damper moves along the long-side rod.

进一步的技术方案为:所述水平弹簧套置在长边杆件上,水平弹簧的一端与长边杆件的端部相连接,水平弹簧的另一端与所述套管的端部相连接;所述液体粘滞阻尼器一端连接在短边杆件的中部,液体粘滞阻尼器的另一端连接在连杆的中部。A further technical solution is: the horizontal spring is sleeved on the long-side rod, one end of the horizontal spring is connected to the end of the long-side rod, and the other end of the horizontal spring is connected to the end of the sleeve; One end of the liquid viscous damper is connected to the middle part of the short-side rod, and the other end of the liquid viscous damper is connected to the middle part of the connecting rod.

水平弹簧套置在长边杆件上,同时液体粘滞阻尼器连接在短边杆件和连杆之间,保证了水平弹簧和液体粘滞阻尼器的变形方向沿X轴方向。The horizontal spring is sleeved on the long-side rod, and the liquid viscous damper is connected between the short-side rod and the connecting rod, so that the deformation direction of the horizontal spring and the liquid viscous damper is along the X-axis direction.

进一步的技术方案为:所述的长边杆件截面为圆形,所述的短边杆件截面为矩形。长边杆件的截面为圆形,便与其形成光滑表面以及与水平弹簧和套管的配合;短边杆件的截面为矩形,便于液体粘滞阻尼器的安装。A further technical solution is: the cross-section of the long-side rod is circular, and the cross-section of the short-side rod is rectangular. The cross-section of the long-side rod is circular to form a smooth surface and cooperate with the horizontal spring and the bushing; the cross-section of the short-side rod is rectangular to facilitate the installation of the liquid viscous damper.

进一步的技术方案为:所述底板的上方设有箱体将整个装置罩住。箱体对装置起到保护作用,避免装置受到外力的侵蚀和损坏。A further technical solution is: a box is provided above the bottom plate to cover the whole device. The box protects the device and prevents the device from being corroded and damaged by external forces.

本发明的有益效果是:The beneficial effects of the present invention are:

1、本装置在地震或风荷载作用时,随着结构受力和变形的增大,弹性部件I、弹性部件II和/或质量摆等耗能装置率先产生较大阻尼,大量消耗输入结构的能量,从而使主体结构避免进入明显的非弹性状态并迅速衰减结构的动力反应,保护主体结构。1. When the device is under the action of earthquake or wind load, with the increase of structural force and deformation, energy-dissipating devices such as elastic component I, elastic component II and/or mass pendulum are the first to produce greater damping, consuming a large amount of energy input into the structure Energy, so that the main structure avoids entering the obvious inelastic state and quickly attenuates the dynamic response of the structure to protect the main structure.

2、质量摆的质量块内设有液体使质量摆形成调谐液体阻尼器,从而实现双重减振,由于液体具有流动性,在发生晃动时,液体因随外部的激励向各个方向流动,可以实现多个方向上的双重减振控制,减振效果好。2. The quality block of the mass pendulum is equipped with a liquid so that the mass pendulum forms a tuned liquid damper, thereby achieving double vibration reduction. Due to the fluidity of the liquid, when shaking occurs, the liquid flows in all directions with external excitation, which can realize Dual vibration damping control in multiple directions, good vibration damping effect.

3、多个方向上的减振控制共用一个质量,即质量摆的质量块,有效地减轻了结构的负担。3. The damping control in multiple directions shares one mass, that is, the mass block of the mass pendulum, which effectively reduces the burden on the structure.

4、可以通过改变弹性部件I和弹性部件II中弹簧的刚度、质量摆中摆动杆的长度、质量块中液体的液面高度和质量块的质量,对减振装置的频率进行调节,适用范围广。4. The frequency of the vibration damping device can be adjusted by changing the stiffness of the springs in the elastic part I and elastic part II, the length of the swing rod in the mass pendulum, the liquid level height of the liquid in the mass block, and the quality of the mass block. wide.

5、减振控制的原理属于被动控制,便于加工,无需能源输入,容易实现且安全性高。5. The principle of vibration reduction control belongs to passive control, which is convenient for processing, does not require energy input, is easy to implement and has high safety.

6、能够减小结构水平双向和竖向的响应,避免共振效应,充分的保证建筑结构的安全性,不仅适用于新建建筑结构的减振,也适用于已有建筑结构的减振控制,可适用于大跨、高耸、体型复杂和安全要求高的建筑结构,能够产生较好的经济效益和社会效益。6. It can reduce the horizontal two-way and vertical response of the structure, avoid the resonance effect, and fully ensure the safety of the building structure. It is not only suitable for the vibration reduction of new building structures, but also for the vibration reduction control of existing building structures. It is suitable for building structures with long spans, high towers, complex shapes and high safety requirements, and can produce good economic and social benefits.

附图说明Description of drawings

图1为本发明实施例的主视结构示意图;Fig. 1 is the front view structure schematic diagram of the embodiment of the present invention;

图2为图1的A-A剖视图;Fig. 2 is A-A sectional view of Fig. 1;

图3为本发明实施例的俯视结构示意图。FIG. 3 is a schematic top view of an embodiment of the present invention.

图中:1底板,2竖向弹簧,3套筒,4盖板,5支撑杆,6单向铰链,7摆动杆,8质量块,9水平弹簧,10套管,11连杆,12短边杆件,13长边杆件,14液体粘滞阻尼器,15箱体。In the figure: 1 bottom plate, 2 vertical spring, 3 sleeve, 4 cover plate, 5 support rod, 6 one-way hinge, 7 swing rod, 8 mass block, 9 horizontal spring, 10 bushing, 11 connecting rod, 12 short Side bars, 13 long side bars, 14 liquid viscous dampers, and 15 boxes.

具体实施方式detailed description

下面结合说明书附图和具体实施例对本发明作进一步的描述:The present invention will be further described below in conjunction with accompanying drawing of description and specific embodiment:

如图1、图2所示。多维双重可调式减振控制装置,包括矩形的底板1,底板1上设置有四个圆柱形的套筒3,四个圆柱形的套筒3呈矩形排列,套筒3内设置有可以沿高度方向变形的竖向弹簧2,在竖向弹簧2的顶端设置有能沿套筒3上下移动的圆形盖板4,盖板4顶部连接支撑杆5,竖向弹簧2、套筒3、盖板4和支撑杆5构成弹性部件I。As shown in Figure 1 and Figure 2. The multi-dimensional double-adjustable damping control device includes a rectangular bottom plate 1, on which four cylindrical sleeves 3 are arranged, and the four cylindrical sleeves 3 are arranged in a rectangular shape. The vertical spring 2 deformed in the direction, the top of the vertical spring 2 is provided with a circular cover plate 4 that can move up and down along the sleeve 3, the top of the cover plate 4 is connected to the support rod 5, the vertical spring 2, the sleeve 3, the cover The plate 4 and the support rod 5 constitute the elastic part I.

支撑杆5的顶端设置有矩形框架,矩形框架包括两个长边杆件13和两个短边杆件12,矩形框架的四个角处分别与四个支撑杆5的顶端固定连接。所述的长边杆件13截面为圆形,所述的短边杆件12截面为矩形。The top of the support rod 5 is provided with a rectangular frame. The rectangular frame includes two long side rods 13 and two short side rods 12. The four corners of the rectangular frame are fixedly connected to the tops of the four support rods 5 respectively. The section of the long-side bar 13 is circular, and the section of the short-side bar 12 is rectangular.

两个长边杆件13上分别活动套置有套管10,两个套管10之间连接有连杆11,连杆11的两端分别与两个套管10的中心部位相连接,套管10和连杆11构成“工”字形的活动件。Sleeves 10 are respectively movably sleeved on the two long-side rods 13, and connecting rods 11 are connected between the two sleeves 10. The pipe 10 and the connecting rod 11 constitute an "I"-shaped movable part.

“工”字形活动件的两侧为弹性部件II,弹性部件II包括四个水平弹簧9和两个液体粘滞阻尼器14,水平弹簧9和液体粘滞阻尼器14对称的分设于活动件的两侧,使活动件随着水平弹簧9和液体粘滞阻尼器14的变形沿长边杆件移动。The two sides of the "I"-shaped movable part are elastic parts II. The elastic part II includes four horizontal springs 9 and two liquid viscous dampers 14. The horizontal springs 9 and the liquid viscous dampers 14 are symmetrically arranged on the movable parts. On both sides, the movable part moves along the long-side bar with the deformation of the horizontal spring 9 and the liquid viscous damper 14 .

水平弹簧9套置在长边杆件13上,水平弹簧9的一端与长边杆件13的端部相连接,水平弹簧9的另一端与所述套管10的端部相连接;所述液体粘滞阻尼器14一端连接在短边杆件12的中部,液体粘滞阻尼器14的另一端连接在连杆11的中部。The horizontal spring 9 is sleeved on the long side rod 13, one end of the horizontal spring 9 is connected with the end of the long side rod 13, and the other end of the horizontal spring 9 is connected with the end of the sleeve 10; One end of the liquid viscous damper 14 is connected to the middle part of the short-side rod 12 , and the other end of the liquid viscous damper 14 is connected to the middle part of the connecting rod 11 .

在连杆11的下方连接一个质量摆,质量摆包括摆动杆7和质量块8,摆动杆7的顶端通过单向铰链6连接在连杆11上,摆动杆7的底端连接质量块8,质量块8为两端封闭的弧形管,弧形管内部的空腔内装有水。A mass pendulum is connected below the connecting rod 11, the mass pendulum includes a swing rod 7 and a mass block 8, the top of the swing rod 7 is connected to the connecting rod 11 through a one-way hinge 6, and the bottom end of the swing rod 7 is connected to the mass block 8, The mass block 8 is an arc-shaped tube closed at both ends, and water is housed in the cavity inside the arc-shaped tube.

所述的套筒3与底板1焊接,其内壁光滑。Described sleeve 3 is welded with base plate 1, and its inner wall is smooth.

所述的竖向弹簧2与底板1固结,且直径略小于套筒3直径。The vertical spring 2 is consolidated with the bottom plate 1 and has a diameter slightly smaller than that of the sleeve 3 .

所述的盖板4与上部支撑杆5以及下部竖向弹簧2固定连接,且直径略小于套筒3直径,可上下滑动。The cover plate 4 is fixedly connected with the upper support rod 5 and the lower vertical spring 2, and its diameter is slightly smaller than that of the sleeve 3, so it can slide up and down.

所述的套管10内壁光滑,可沿矩形框架长边杆件13的方向最大程度的滑动。The inner wall of the sleeve 10 is smooth, and can slide to the greatest extent along the direction of the long side bar 13 of the rectangular frame.

所述的底板1的上方设有箱体15将整个装置罩住。A box body 15 is arranged above the bottom plate 1 to cover the whole device.

弹簧的刚度、摆动杆7的长度以及质量块8中水的液面高度设计保证本发明的减振控制装置的频率与结构的振动频率一致。套筒3的作用只允许支撑杆5上下压缩竖向弹簧2运动,进而实现竖向的减振作用。The design of the stiffness of the spring, the length of the swing rod 7 and the liquid level of the water in the mass block 8 ensures that the frequency of the damping control device of the present invention is consistent with the vibration frequency of the structure. The function of the sleeve 3 only allows the support rod 5 to compress the vertical spring 2 to move up and down, so as to realize the vertical vibration damping effect.

本发明通过单向铰链6依次刚性的摆动杆7和质量块8,发生竖向振动时,质量块8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。The present invention uses one-way hinge 6 to sequentially rigid swing rod 7 and mass block 8. When vertical vibration occurs, mass block 8 will not jump vertically, ensuring that vibration in other directions and vertical vibration do not affect each other.

为便于对本发明的理解,下面结合其工作原理对本发明作进一步的描述:For the convenience of understanding of the present invention, the present invention will be further described below in conjunction with its working principle:

将本装置安装在建筑主体结构的适当位置,当建筑主体结构受到地震或风等荷载作用时,会发生振动响应,进而带动本装置一起振动。由于建筑主体结构的振动比较复杂,往往多个方向的振动同时存在,此时,支撑杆5在振动作用下会上下压缩竖向弹簧2运动,“工”字形活动件在振动的作用下会左右移动压缩弹性部件II运动,质量摆会在前后方向摆动,带动质量块8内的水晃动。Install the device at an appropriate position of the main structure of the building. When the main structure of the building is subjected to loads such as earthquakes or winds, a vibration response will occur, which will then drive the device to vibrate together. Due to the complex vibration of the main structure of the building, vibrations in multiple directions often exist at the same time. At this time, the support rod 5 will compress the vertical spring 2 to move up and down under the action of vibration, and the "I"-shaped movable part will move left and right under the action of vibration. Moving and compressing the elastic part II to move, the mass pendulum will swing in the front and back direction, driving the water in the mass block 8 to shake.

支撑杆5运动产生的惯性力反作用到建筑主体结构上,实现上下方向(Z轴方向)的减振控制;“工”字形活动件运动产生的惯性力反作用到建筑主体结构上,实现左右方向(X轴方向)的减振控制;质量摆摆动产生的惯性力反作用到建筑主体结构上,实现前后方向(Y轴方向)的减振控制。The inertial force generated by the movement of the support rod 5 reacts on the main structure of the building to realize the vibration reduction control in the up and down direction (Z-axis direction); Vibration control in the X-axis direction); the inertial force generated by the swing of the mass pendulum reacts on the main structure of the building to achieve vibration control in the front-rear direction (Y-axis direction).

同时,质量块8内的水在振动的作用下产生晃动,由于水的流动特性,水会向多个方向流动,可以实现多个方向上的双重减振控制,减振效果好。At the same time, the water in the mass block 8 sloshes under the action of the vibration. Due to the flow characteristics of the water, the water will flow in multiple directions, which can realize double vibration reduction control in multiple directions, and the vibration reduction effect is good.

可以通过改变弹性部件I和弹性部件II中弹簧的刚度、质量摆中摆动杆7的长度和质量块8中液体的液面高度,对减振装置的频率进行调节,适用范围广。The frequency of the damping device can be adjusted by changing the stiffness of the springs in the elastic part I and elastic part II, the length of the swing rod 7 in the mass pendulum and the liquid level of the liquid in the mass block 8, and has a wide range of applications.

本发明质量块的形状不限于实施例所述的弧形管,可以采用其它形状的空心腔体;本发明质量块内设置的液体也不限于实施例所述的水,可采用其它流动性好、无毒无味的液体;本发明质量摆与活动件的连接方式也不限于单向铰链,可以通过设置其它的限位装置以实现质量摆的单向摆动。The shape of the mass block of the present invention is not limited to the arc tube described in the embodiment, and hollow cavities of other shapes can be used; the liquid arranged in the mass block of the present invention is not limited to the water described in the embodiment, and other fluids with good fluidity can be used. , non-toxic and tasteless liquid; the connection mode between the mass pendulum and the movable parts of the present invention is not limited to a one-way hinge, and other limiting devices can be set to realize the one-way swing of the mass pendulum.

以上所述仅为本发明的较佳实施例而已,并不是本发明的全部实施例,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 is only a preferred embodiment of the present invention, not all embodiments of the present invention, and is not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention , should be included within the protection scope of the present invention.

除说明书所述技术特征外,其余技术特征均为本领域技术人员已知技术,为了突出本发明的创新特点,上述技术特征在此不再赘述。Except for the technical features described in the description, the rest of the technical features are known to those skilled in the art. In order to highlight the innovative features of the present invention, the above technical features will not be repeated here.

Claims (10)

1.多维双重可调式减振控制装置,其特征是,包括底板、弹性部件I、弹性部件II、活动件和质量摆,1. The multi-dimensional double-adjustable damping control device is characterized in that it includes a base plate, an elastic part I, an elastic part II, a movable part and a mass pendulum, 底板用于承载整个装置;The bottom plate is used to carry the whole device; 弹性部件I的底端固定连接在底板上,弹性部件I顶端设置支撑杆,弹性部件I沿Z轴方向变形带动支撑杆在Z轴方向移动,以实现Z轴方向的减振;The bottom end of the elastic part 1 is fixedly connected to the base plate, the top of the elastic part 1 is provided with a support rod, and the deformation of the elastic part 1 along the Z-axis direction drives the support rod to move in the Z-axis direction, so as to realize the vibration reduction in the Z-axis direction; 弹性部件II和活动件位于弹性部件I的上方,弹性部件II对称的布置在活动件的两侧,活动件随弹性部件II的变形而在X轴方向移动,以实现X轴方向的减振;The elastic part II and the movable part are located above the elastic part I, and the elastic part II is symmetrically arranged on both sides of the movable part, and the movable part moves in the X-axis direction with the deformation of the elastic part II, so as to realize the vibration reduction in the X-axis direction; 质量摆设置在活动件下表面的中心部位,所述质量摆为单向摆且在Y轴方向摆动,以实现Y轴方向的减振。The mass pendulum is arranged at the center of the lower surface of the movable part. The mass pendulum is a one-way pendulum and swings in the Y-axis direction to achieve vibration reduction in the Y-axis direction. 2.根据权利要求1所述的多维双重可调式减振控制装置,其特征是,所述质量摆包括摆动杆和质量块,摆动杆的顶端通过单向铰链连接在活动件上,摆动杆的底端连接质量块;所述质量块内设有液体使质量摆形成调谐液体阻尼器,从而实现双重减振。2. The multi-dimensional double adjustable vibration damping control device according to claim 1, wherein the mass pendulum includes a swing rod and a mass block, the top of the swing rod is connected to the movable part through a one-way hinge, and the swing rod The bottom end is connected with a mass block; liquid is provided in the mass block to make the mass pendulum form a tuned liquid damper, thereby achieving double vibration reduction. 3.根据权利要求2所述的多维双重可调式减振控制装置,其特征是,所述的质量块为两端封闭的弧形管,弧形管内部的空腔内装有水。3. The multi-dimensional dual adjustable vibration damping control device according to claim 2, wherein the mass block is an arc-shaped tube with both ends closed, and the cavity inside the arc-shaped tube is filled with water. 4.根据权利要求1所述的多维双重可调式减振控制装置,其特征是,所述的弹性部件I包括四个竖向弹簧,四个竖向弹簧呈矩形排列,四个竖向弹簧的外部分别套置有套筒以使其沿竖直方向变形;竖向弹簧和套筒的底端均固定连接在底板上,竖向弹簧的顶端连接一盖板,盖板随竖向弹簧的变形在套筒内移动,所述支撑杆为纵向杆并连接在盖板的顶部。4. The multi-dimensional dual adjustable damping control device according to claim 1, characterized in that, said elastic member 1 comprises four vertical springs, the four vertical springs are arranged in a rectangle, and the four vertical springs Sleeves are sleeved on the outside to make them deform in the vertical direction; the bottom ends of the vertical springs and the sleeves are fixedly connected to the bottom plate, and the top of the vertical springs is connected to a cover plate, and the cover plate follows the deformation of the vertical springs. Moving within the sleeve, the support rod is a longitudinal rod and is attached to the top of the cover plate. 5.根据权利要求4所述的多维双重可调式减振控制装置,其特征是,所述的弹性部件II和活动件设置在一个矩形框架上,矩形框架设置在所述支撑杆的顶端,矩形框架包括两个长边杆件和两个短边杆件,矩形框架的四个角处分别与四个支撑杆的顶端固定连接。5. The multi-dimensional double-adjustable damping control device according to claim 4, wherein the elastic part II and the movable part are arranged on a rectangular frame, and the rectangular frame is arranged on the top of the support bar, and the rectangular frame The frame includes two long-side rods and two short-side rods, and the four corners of the rectangular frame are respectively fixedly connected with the tops of the four support rods. 6.根据权利要求5所述的多维双重可调式减振控制装置,其特征是,所述的活动件包括两个套管和一个连杆,两个套管分别活动套置在两个长边杆件上,连杆的两端分别与两个套管的中心部位相连接。6. The multi-dimensional double adjustable vibration damping control device according to claim 5, wherein the movable part comprises two bushings and a connecting rod, and the two bushings are movably nested on the two long sides respectively. On the rod, the two ends of the connecting rod are respectively connected with the central parts of the two bushings. 7.根据权利要求6所述的多维双重可调式减振控制装置,其特征是,所述的弹性部件II包括四个水平弹簧和两个液体粘滞阻尼器,水平弹簧和液体粘滞阻尼器对称的分设于活动件的两侧,使活动件随着水平弹簧和液体粘滞阻尼器的变形沿长边杆件移动。7. The multi-dimensional dual adjustable damping control device according to claim 6, characterized in that, said elastic component II comprises four horizontal springs and two liquid viscous dampers, and the horizontal springs and liquid viscous dampers The movable parts are arranged symmetrically on both sides, so that the movable parts move along the long-side rods with the deformation of the horizontal spring and the liquid viscous damper. 8.根据权利要求7所述的多维双重可调式减振控制装置,其特征是,所述水平弹簧套置在长边杆件上,水平弹簧的一端与长边杆件的端部相连接,水平弹簧的另一端与所述套管的端部相连接;所述液体粘滞阻尼器一端连接在短边杆件的中部,液体粘滞阻尼器的另一端连接在连杆的中部。8. The multi-dimensional double-adjustable damping control device according to claim 7, wherein the horizontal spring is sleeved on the long-side rod, and one end of the horizontal spring is connected to the end of the long-side rod, The other end of the horizontal spring is connected to the end of the sleeve; one end of the liquid viscous damper is connected to the middle part of the short-side rod, and the other end of the liquid viscous damper is connected to the middle part of the connecting rod. 9.根据权利要求5所述的多维双重可调式减振控制装置,其特征是,所述的长边杆件截面为圆形,所述的短边杆件截面为矩形。9 . The multi-dimensional dual adjustable vibration damping control device according to claim 5 , wherein the cross-section of the long-side rod is circular, and the cross-section of the short-side rod is rectangular. 10.根据权利要求1所述的多维双重可调式减振控制装置,其特征是,所述底板的上方设有箱体将整个装置罩住。10. The multi-dimensional double adjustable vibration damping control device according to claim 1, wherein a box is provided above the bottom plate to cover the whole device.
CN201510795676.9A 2015-11-18 2015-11-18 Multidimensional dual adjustable formula damping control device Active CN105220791B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510795676.9A CN105220791B (en) 2015-11-18 2015-11-18 Multidimensional dual adjustable formula damping control device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510795676.9A CN105220791B (en) 2015-11-18 2015-11-18 Multidimensional dual adjustable formula damping control device

Publications (2)

Publication Number Publication Date
CN105220791A CN105220791A (en) 2016-01-06
CN105220791B true CN105220791B (en) 2017-07-28

Family

ID=54990023

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510795676.9A Active CN105220791B (en) 2015-11-18 2015-11-18 Multidimensional dual adjustable formula damping control device

Country Status (1)

Country Link
CN (1) CN105220791B (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106320558B (en) * 2016-10-26 2018-09-11 山东大学 Mixed type multidimensional multistage dissipative damping device
CN108657412B (en) * 2017-03-31 2024-09-03 成都天府新区光启未来技术研究院 Damping device for aerostat and aerostat
CN107268822B (en) * 2017-06-19 2019-09-27 同济大学 A kind of current vortex liquid condenser
CN107355022B (en) * 2017-07-18 2022-12-27 大连理工大学 Two-way suspension mass pendulum vibration reduction system
CN110725557A (en) * 2019-09-19 2020-01-24 西安工程大学 SMA (shape memory alloy) composite suspended pendulum damping device for historical buildings
CN111028668A (en) * 2019-12-31 2020-04-17 重庆城市管理职业学院 Tourist attraction is with propaganda device
CN113494204B (en) * 2020-10-26 2022-09-27 长江师范学院 Building shock attenuation wall body
CN114370109A (en) * 2022-01-17 2022-04-19 武汉轻工大学 A lateral force-resistant structure for buildings
CN115467196B (en) * 2022-03-21 2024-06-14 北京九州一轨环境科技股份有限公司 A multi-tuned mass damping device suitable for vibration-reducing track

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001049781A (en) * 1999-08-10 2001-02-20 Sekisui Chem Co Ltd Floor structure
CN101457554B (en) * 2007-12-14 2011-01-19 尹学军 Damping ratio adjustable tuning quality damper
CN203174802U (en) * 2013-04-08 2013-09-04 上海大学 Three-dimensional multi-frequency tuned mass damper
CN203307956U (en) * 2013-06-28 2013-11-27 山东大学 Mixed type bidirectional adjustable shock absorber
CN103306395A (en) * 2013-07-12 2013-09-18 山东大学 Multi-dimensional adjustable vibration reduction control device
DK201370627A1 (en) * 2013-10-28 2015-05-11 Vestas Wind Sys As Method of damping wind turbine tower oscillations
CN205100389U (en) * 2015-11-18 2016-03-23 山东大学 Damping controlling means with adjustable multidimension is dual

Also Published As

Publication number Publication date
CN105220791A (en) 2016-01-06

Similar Documents

Publication Publication Date Title
CN105220791B (en) Multidimensional dual adjustable formula damping control device
CN104763070B (en) Suspension multidimensional collisional quenching antivibrator
CN103074947B (en) Tuned mass damper adjustable in three directions
CN104594520B (en) Multi-dimensional adjustable collision energy dissipation device
CN103306394B (en) A kind of mixed type two-way adjustable shock absorber
CN107762229B (en) The current vortex dissipative damping device of controlled level and torsional direction
CN107975158A (en) A kind of multidimensional earthquake damping and isolating mechanism
CN103821248B (en) Spacing link type low frequency shock insulation energy dissipation brace
CN205100389U (en) Damping controlling means with adjustable multidimension is dual
CN109025450A (en) A kind of used matter vibration absorber of temperature control intelligent tuning
CN109577727B (en) A particle damper utilizing inertial capacity
CN106088386A (en) A kind of efficiently bridging damper arrangement mechanism
CN109990160A (en) A multi-dimensional viscous damping tuned mass shock mount
CN109826334B (en) Cylindrical tuned liquid column damper
CN209162877U (en) A kind of building foundation shock proof bearing structure
CN209976061U (en) Damper for reinforcing beam and column joint and damping structure of beam and column
CN204570985U (en) Suspension multidimensional collisional quenching damper
CN101070893A (en) Magnetic-fluid change type regulation-liquid column damper
CN204418411U (en) The adjustable energy by collision vibration absorber of a kind of multidimensional
CN203926580U (en) A kind of string assisting vehicle structure that possesses antivibration function
CN114045953B (en) Rhombus energy dissipation module and swing support
CN106760844A (en) Multistage mixed type passive energy dissipation control device
CN107227806B (en) Bidirectional collision pendulum vibration damping control device
CN203307956U (en) Mixed type bidirectional adjustable shock absorber
CN105804267B (en) A kind of multidimensional seismic isolation device

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant