CN201261919Y - Vertical locating type lead shearing three-dimensional vibration isolation apparatus - Google Patents
Vertical locating type lead shearing three-dimensional vibration isolation apparatus Download PDFInfo
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- CN201261919Y CN201261919Y CNU200820109315XU CN200820109315U CN201261919Y CN 201261919 Y CN201261919 Y CN 201261919Y CN U200820109315X U CNU200820109315X U CN U200820109315XU CN 200820109315 U CN200820109315 U CN 200820109315U CN 201261919 Y CN201261919 Y CN 201261919Y
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Abstract
本实用新型是一种竖向限位型铅剪切三维隔振装置,属于结构隔震控制与振动控制领域。本实用新型将竖向隔振装置中的碟形弹簧外导向杆和外封钢板接触的部分设置为夹板式铅剪切阻尼器。三维隔振装置在竖向荷载的激励下上连接板产生竖直方向的振动,这种振动带动铅块剪切变形,从而为三维隔振装置提供竖向阻尼力。同时在外导向杆和外封钢板之间设置有竖向限位器,能有效控制瞬时碟形弹簧的反弹,该限位装置同时具有夹板效果,对结构施加水平向预压力,防止铅屈服后的挤压所失。本实用新型的结构简单、性能稳定,可适用于交通所诱发建筑物的二次振动以及现有三维隔震装置所适用的任何场合以隔离地面震动,减小结构及设备的动力反应。
The utility model relates to a vertical limit type lead shear three-dimensional vibration isolation device, which belongs to the field of structure isolation control and vibration control. In the utility model, the contact part between the disc spring outer guide rod and the outer sealing steel plate in the vertical vibration isolation device is set as a splint type lead shear damper. The upper connecting plate of the three-dimensional vibration isolation device vibrates in the vertical direction under the excitation of the vertical load, and this vibration drives the shear deformation of the lead block, thereby providing vertical damping force for the three-dimensional vibration isolation device. At the same time, a vertical limiter is set between the outer guide rod and the outer sealing steel plate, which can effectively control the rebound of the instantaneous disc spring. The limiter also has the effect of a splint, and applies a horizontal preload to the structure to prevent the lead from yielding. Squeeze lost. The utility model has simple structure and stable performance, and can be applied to secondary vibrations of buildings induced by traffic and any occasions where existing three-dimensional shock isolation devices are applicable to isolate ground vibrations and reduce dynamic responses of structures and equipment.
Description
技术领域 technical field
本实用新型涉及一种竖向限位型铅剪切三维隔振装置,本装置由铅芯叠层橡胶支座、碟形弹簧、铅阻尼以及竖向限位器组合而成,具有竖向限位功能,主要用于房屋及桥梁等建筑物的基础隔振,也可应用于设备隔振。属于结构隔震控制与振动控制领域。The utility model relates to a vertical limit type lead shear three-dimensional vibration isolation device. The device is composed of a lead core laminated rubber support, a disc spring, a lead damper and a vertical limiter. It is mainly used for foundation vibration isolation of buildings such as houses and bridges, and can also be used for equipment vibration isolation. The invention belongs to the field of structure isolation control and vibration control.
背景技术 Background technique
隔震装置把建筑物上部结构和地基基础“隔离”,改变上部结构的动力特性,可以极大地减轻地震对上部结构的动力作用,从而达到“以柔克刚”的减震效果。建筑物基础隔振装置的研究很多,但主要集中在水平隔振方向,能够有效隔离竖向振动的三维隔振装置为数不多。在水平方向上铅芯叠层橡胶支座隔震是一种较为成熟的工程水平隔震技术,通过铅芯的剪切变形提供阻尼力,耗散水平方向地震能量。在竖直方向上厚橡胶叠层橡胶支座或碟形弹簧只能降低结构的竖向刚度,并未提供竖向阻尼,不能有效地耗散地震的竖向能量,而且不能抑制共振区的放大作用,目前碟形弹簧所采用的隔振铅阻尼器多为内置阻尼,加工、安装、监测及维修均不方便。另外碟形弹簧装置属于松散连接体系,存在向上反弹的情况发生,控制不当会造成体系的隔振功能失败。The seismic isolation device "isolates" the superstructure of the building from the foundation, changes the dynamic characteristics of the superstructure, and can greatly reduce the dynamic effect of the earthquake on the superstructure, thereby achieving the shock absorption effect of "overcoming rigidity with softness". There are many studies on vibration isolation devices for building foundations, but they mainly focus on the horizontal vibration isolation direction, and there are not many three-dimensional vibration isolation devices that can effectively isolate vertical vibrations. The seismic isolation of lead core laminated rubber bearings in the horizontal direction is a relatively mature engineering horizontal isolation technology, which provides damping force through the shear deformation of lead cores and dissipates the horizontal seismic energy. In the vertical direction, thick rubber laminated rubber bearings or disc springs can only reduce the vertical stiffness of the structure, but do not provide vertical damping, cannot effectively dissipate the vertical energy of the earthquake, and cannot suppress the amplification of the resonance area At present, most of the vibration isolation lead dampers used in disc springs are built-in dampers, which are inconvenient for processing, installation, monitoring and maintenance. In addition, the disc spring device is a loosely connected system, and there is a situation of upward rebound. Improper control will cause the vibration isolation function of the system to fail.
实用新型内容 Utility model content
为了克服现有三维隔震装置不能有效的提供竖向阻尼、阻尼器设置位置不合理以及解决碟簧反弹造成隔振装置实效的情况发生,本实用新型提供了一种新型的三维隔振装置,该三维隔振装置不仅能有效地提供竖向阻尼,更能方便安装、检修及维护,而且可以控制竖向变位,保证装置能够正常工作。In order to overcome the fact that the existing three-dimensional vibration isolation device cannot effectively provide vertical damping, the position of the damper is unreasonable, and the situation that the vibration isolation device is actually effective due to the rebound of the disc spring, the utility model provides a new type of three-dimensional vibration isolation device. The three-dimensional vibration isolation device can not only effectively provide vertical damping, but also facilitate installation, inspection and maintenance, and can control vertical displacement to ensure that the device can work normally.
为了实现上述目的,本实用新型采取了如下技术方案。本实用新型包括与上部结构固定连接的上连接板、铅芯叠层橡胶支座、碟形弹簧和下连接板。铅芯叠层橡胶支座的上部与上连接板固定连接,下部与下部结构固定连接。碟形弹簧放置在上连接板和下连接板之间并通过与上连接板固定连接的内导向杆和与下连接板固定连接的外导向杆进行限位。还包括有设置在外导向杆外侧的、与上连接板固定连接的外封钢板,在外封钢板和外导向杆相对应的位置二者均设置有凹槽,在凹槽内灌注有铅块。In order to achieve the above object, the utility model adopts the following technical solutions. The utility model comprises an upper connecting plate fixedly connected with the upper structure, a lead core laminated rubber bearing, a disc spring and a lower connecting plate. The upper part of the lead core laminated rubber bearing is fixedly connected with the upper connecting plate, and the lower part is fixedly connected with the lower structure. The disc spring is placed between the upper connecting plate and the lower connecting plate and is limited by an inner guide rod fixedly connected with the upper connecting plate and an outer guide rod fixedly connected with the lower connecting plate. It also includes an outer sealing steel plate fixedly connected with the upper connecting plate, which is arranged on the outer side of the outer guide rod. Grooves are arranged on the corresponding positions of the outer sealing steel plate and the outer guide rod, and lead weights are poured into the grooves.
在外导向杆的两侧沿水平方向设置有贯穿于外导向杆的通孔,通孔的直径大于限位螺杆的直径,限位螺杆设置在该通孔内并且其两端穿过该通孔与外封钢板固定连接。限位螺杆可以随外封钢板一起运动,限位螺杆在外导向杆的通孔内可以上下移动,上行限位至碟簧完全不受力,下行限位至碟簧完全压平。Both sides of the outer guide rod are horizontally provided with a through hole through the outer guide rod, the diameter of the through hole is larger than the diameter of the limit screw, the limit screw is arranged in the through hole and its two ends pass through the through hole and The outer sealing steel plate is fixedly connected. The limit screw rod can move together with the outer sealing steel plate, and the limit screw rod can move up and down in the through hole of the outer guide rod, and the limit screw rod can move up and down until the disc spring is completely free of force, and limit down until the disc spring is completely flattened.
所述的外封钢板上的凹槽贯通于外封钢板,在外封钢板的外侧固定连接有用于密封凹槽内铅块的封铅钢板。The groove on the outer sealing steel plate penetrates through the outer sealing steel plate, and a lead sealing steel plate for sealing the lead block in the groove is fixedly connected to the outer side of the outer sealing steel plate.
本实用新型在外导向杆和上封钢板内部设置有铅剪切阻尼器。三维隔振装置在竖向荷载的激励下上连接板产生竖直方向的振动,这种振动带动铅块剪切变形,从而为三维隔振装置提供竖向阻尼力。同时在外导向杆和外封钢板之间设置竖向限位器,在外导向杆两侧设置通孔,限位螺杆的两端与外封钢板固定连接,并随外封钢板一起运动,限位螺杆在外导向杆的通孔内可以上下移动,上行限位至碟形弹簧完全不受力,下行限位至碟形弹簧完全压平。限位螺杆能有效控制瞬时碟簧的反弹,该限位装置同时具有夹板效果,对结构施加水平向预压力,防止铅屈服后的挤压所失。The utility model is provided with a lead shear damper inside the outer guide rod and the upper sealing steel plate. The upper connecting plate of the three-dimensional vibration isolation device vibrates in the vertical direction under the excitation of the vertical load, and this vibration drives the shear deformation of the lead block, thus providing vertical damping force for the three-dimensional vibration isolation device. At the same time, a vertical limiter is set between the outer guide rod and the outer seal steel plate, and through holes are set on both sides of the outer guide rod. The two ends of the limit screw are fixedly connected with the outer seal steel plate and move together with the outer seal steel plate. The limit screw It can move up and down in the through hole of the outer guide rod, the upward limit is until the disc spring is completely unstressed, and the downward limit is until the disc spring is completely flattened. The limit screw can effectively control the rebound of the instantaneous disc spring. The limit device also has the effect of a splint, which applies a horizontal preload to the structure to prevent the loss of extrusion after the lead yields.
本实用新型的有益效果是:本实用新型中的铅阻尼器提供了竖向阻尼,并且其位置方便安装、维修和检测;限位螺杆的使用保证了体系在大变位情况下的正常使用功能,不会在碟形弹簧反弹时出现失控情况。同时可以避免过量的铅损失,为装置的正常使用提供保障。The beneficial effects of the utility model are: the lead damper in the utility model provides vertical damping, and its position is convenient for installation, maintenance and detection; the use of the limit screw ensures the normal function of the system in the case of large displacement , without loss of control when the disc springs rebound. At the same time, excessive lead loss can be avoided, providing guarantee for the normal use of the device.
本实用新型的结构简单、性能稳定、实用性强,应用范围广泛,可适用于交通所诱发建筑物的二次振动,以及现有三维隔震装置所适用的任何场合以隔离地面震动,减小结构的动力反应,同时可以应用到振动设备底部,以隔离设备振动对周围环境的振动影响。The utility model has the advantages of simple structure, stable performance, strong practicability and wide range of applications. It can be applied to the secondary vibration of buildings induced by traffic and any occasions where the existing three-dimensional shock isolation device is applicable to isolate ground vibration and reduce vibration. The dynamic response of the structure can also be applied to the bottom of the vibrating equipment to isolate the vibration impact of the equipment vibration on the surrounding environment.
附图说明 Description of drawings
图1表示本实用新型的平面构造图Fig. 1 shows the plane structure figure of the utility model
图2表示图1的A-A剖面图Figure 2 shows the A-A sectional view of Figure 1
图3表示图1的B-B剖面图Fig. 3 shows the B-B sectional view of Fig. 1
图中:1、上连接板,2、下连接板,3、碟形弹簧,4、竖向限位螺杆,5、铅块,6、封铅钢板,7、封铅螺栓,8、限位螺母,9、外导向杆,10、内导向杆,11、外封钢板,12、连接螺栓,13、铅芯叠层橡胶支座。In the figure: 1. Upper connecting plate, 2. Lower connecting plate, 3. Disc spring, 4. Vertical limit screw, 5. Lead block, 6. Lead sealing plate, 7. Lead sealing bolt, 8. Limit Nut, 9, outer guide rod, 10, inner guide rod, 11, outer sealing steel plate, 12, connecting bolt, 13, lead core laminated rubber bearing.
具体实施例 specific embodiment
下面将结合附图对本实用新型作进一步说明:The utility model will be further described below in conjunction with accompanying drawing:
本实施例由铅芯叠层橡胶水平隔振支座、碟形弹簧和铅阻尼器组成的具有竖向隔震功能的三维隔振装置。具体结构如图1~图3所示,包括外导向杆9、外封钢板11、上连接板1、下连接板2、铅芯叠层橡胶支座13和碟形弹簧3。上连接板1与上部结构固定连接。铅芯叠层橡胶支座13的下部与下部结构固定连接,上部通过连接螺栓12与下连接板2固定连接。碟形弹簧3放置在上连接板1和下连接板2之间,并通过内导向杆10和与外导向杆9进行左右限位,内导向杆10与上连接板1刚接,外导向杆9与下连接板2刚接。外导向杆9和内导向杆10是碟形弹簧3的导向装置,外导向件9和内导向杆10与碟形弹簧3接触的表面应保证足够小的摩擦系数,从而可以保证碟形弹簧3的自由滑动。碟形弹簧3与外导向杆9和内导向杆10的边缘有一定的空隙,以保证碟形簧的水平位移。This embodiment is a three-dimensional vibration isolation device with a vertical vibration isolation function composed of a lead core laminated rubber horizontal vibration isolation support, a disc spring and a lead damper. The specific structure is shown in Figures 1 to 3, including outer guide rod 9, outer sealing steel plate 11, upper connecting
如图2、图3所示,外封钢板11与上连接板1刚接,并设置在外导向杆9的外侧。在外封钢板11和外导向杆9接触的部分二者均设置有矩形凹槽,并且外封钢板11上的凹槽贯穿外封钢板,在外封钢板11和外导向杆9的凹槽内灌注铅块5,通过封铅钢板6将铅块5封在矩形凹槽内。封铅钢板6保证方便灌铅,并且在使用过程中可以随时检查铅阻尼的工作情况,随时补铅。As shown in FIGS. 2 and 3 , the outer sealing steel plate 11 is rigidly connected to the upper connecting
如图1所示,在外导向杆9的两侧沿水平方向设置有贯穿外导向杆9的通孔,限位螺杆4设置在该通孔内,通孔的直径大于限位螺杆4的直径。在外封钢板11与限位螺杆4的两端相对应的位置设置有螺栓孔,限位螺杆4的两端穿过外导向杆9上的通孔和外封钢板11上的螺栓孔,并通过限位螺母8拧紧,使其与外封钢板11固定连接。限位螺杆4可以随外封钢板11一起运动,限位螺杆4在外导向杆9的通孔内可以上下移动,上行限位至碟簧完全不受力,下行限位至碟簧完全压平。限位螺杆4具有竖直限位的功能,同时具有水平预压和随时调整外导向杆9和外封钢板11之间孔隙功能,保证使用过程中不出现漏铅等现象发生。As shown in FIG. 1 , a through hole penetrating through the outer guide rod 9 is arranged horizontally on both sides of the outer guide rod 9 , and the limit screw 4 is disposed in the through hole, and the diameter of the through hole is larger than the diameter of the limit screw 4 . Bolt holes are arranged at the positions corresponding to the two ends of the outer sealing steel plate 11 and the limit screw 4, and the two ends of the limit screw 4 pass through the through holes on the outer guide rod 9 and the bolt holes on the outer seal steel plate 11, and pass through The limit nut 8 is tightened so that it is fixedly connected with the outer sealing steel plate 11. The limit screw 4 can move together with the outer sealing steel plate 11, the limit screw 4 can move up and down in the through hole of the outer guide rod 9, the upward limit is completely unstressed to the disc spring, and the downward limit is completely flattened to the disc spring. The limit screw 4 has the function of vertical limit, and has the function of horizontal preloading and adjusting the gap between the outer guide rod 9 and the outer sealing steel plate 11 at any time, so as to ensure that no lead leakage occurs during use.
本实施例中,上连接板1与建筑物的上部结构相联,并将建筑物的自重通过其与碟形弹簧接触的表面传递到水平隔振装置而后传递至建筑物基础。上连接板1的外封钢板11有足够的厚度这样既可以提高竖向隔振装置的水平刚度,又保证设置铅块凹槽后能够满足体系的刚度要求。竖向限位螺杆4提供另一个方向的水平刚度,外导向杆9的通孔应该设置光滑,保证竖向限位螺杆4在通孔内无阻力移动。In this embodiment, the upper connecting
本实施例在外导向杆9与外封钢板11内设置矩形铅剪切阻尼器为三维隔振装置提供竖向阻尼,还在外导向杆9和外封钢板11之间设置夹板式竖向限位器,以保证三维隔振装置不会在碟形弹簧反弹时出现失控情况。In this embodiment, a rectangular lead shear damper is provided in the outer guide rod 9 and the outer sealing steel plate 11 to provide vertical damping for the three-dimensional vibration isolation device, and a splint type vertical stopper is also arranged between the outer guide rod 9 and the outer sealing steel plate 11 , so as to ensure that the three-dimensional vibration isolation device will not lose control when the disc spring rebounds.
本实施例中的限位型铅剪切三维隔振装置,碟形弹簧直径略小,需要多个碟簧叠合后对合,以便提供适宜的竖向刚度,尽量控制隔振装置的高度,从而能够安全稳定的工作。该装置通过对碟形弹簧参数的改变对其竖向刚度进行调节,并通过剪切阻尼器的凹槽面积改变对竖向阻尼进行调节,以达到有效隔离振动的目的,通过竖向限位装置保证竖向隔振装置完好工作,同时可以预压立方体剪切阻尼器保证铅阻尼器的工作效率。本实用新型提出的三维隔振装置结构简单,设计、加工和安装都容易实现,检修和维护均很方便,是一种行之有效的隔振控制装置。In the limit-type lead-shearing three-dimensional vibration isolation device in this embodiment, the diameter of the disc spring is slightly smaller, and multiple disc springs are required to be stacked and combined to provide suitable vertical stiffness and control the height of the vibration isolation device as much as possible. So as to be able to work safely and stably. The device adjusts the vertical stiffness by changing the parameters of the disc spring, and adjusts the vertical damping by changing the groove area of the shear damper to achieve the purpose of effectively isolating vibration. To ensure the perfect work of the vertical vibration isolation device, at the same time, the cube shear damper can be pre-compressed to ensure the working efficiency of the lead damper. The three-dimensional vibration isolation device proposed by the utility model has a simple structure, is easy to realize in design, processing and installation, and is convenient in inspection and maintenance, and is an effective vibration isolation control device.
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN101333829B (en) * | 2008-07-18 | 2010-06-02 | 北京工业大学 | Vertical limit type lead shear three-dimensional vibration isolation device |
| CN103233529A (en) * | 2013-05-21 | 2013-08-07 | 上海大学 | Three-dimensional tuned mass damper device with clamping groove |
| CN104481046A (en) * | 2014-12-03 | 2015-04-01 | 上海大学 | Energy dissipation three-dimensional isolation bearing with oblique slide damping |
| CN108825695A (en) * | 2018-07-23 | 2018-11-16 | 佛山科学技术学院 | A kind of three-dimensional arrangement shock insulation spring fastening |
| CN112145620A (en) * | 2020-10-19 | 2020-12-29 | 西南科技大学 | Three-way magnetic force self-adaptive resistance-adjusting composite vibration isolation device |
| CN112177056A (en) * | 2020-09-21 | 2021-01-05 | 中国海洋石油集团有限公司 | A three-dimensional shock isolation device for a cryogenic storage tank |
| CN113605244A (en) * | 2021-08-11 | 2021-11-05 | 长安大学 | Support connection device and tower beam displacement adaptation method suitable for self-anchored suspension bridge |
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2008
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Cited By (10)
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| CN104481046B (en) * | 2014-12-03 | 2017-06-06 | 上海大学 | A kind of oblique slip damping energy dissipation three-dimensional shock isolation support |
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| CN112177056A (en) * | 2020-09-21 | 2021-01-05 | 中国海洋石油集团有限公司 | A three-dimensional shock isolation device for a cryogenic storage tank |
| CN112177056B (en) * | 2020-09-21 | 2022-02-01 | 中国海洋石油集团有限公司 | Three-dimensional seismic isolation and reduction device for low-temperature storage tank |
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