CN203782881U - Shock insulation support - Google Patents
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- CN203782881U CN203782881U CN201420188117.2U CN201420188117U CN203782881U CN 203782881 U CN203782881 U CN 203782881U CN 201420188117 U CN201420188117 U CN 201420188117U CN 203782881 U CN203782881 U CN 203782881U
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- 230000035939 shock Effects 0.000 title description 3
- 238000009413 insulation Methods 0.000 title 1
- 238000002955 isolation Methods 0.000 claims abstract description 62
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 36
- 239000010959 steel Substances 0.000 claims abstract description 36
- 229910001285 shape-memory alloy Inorganic materials 0.000 claims abstract description 35
- 229920001343 polytetrafluoroethylene Polymers 0.000 claims abstract description 9
- 239000004810 polytetrafluoroethylene Substances 0.000 claims abstract description 9
- 239000011248 coating agent Substances 0.000 claims abstract description 7
- 238000000576 coating method Methods 0.000 claims abstract description 7
- -1 polytetrafluoroethylene Polymers 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 6
- 238000005265 energy consumption Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 238000006073 displacement reaction Methods 0.000 description 9
- 239000010410 layer Substances 0.000 description 7
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 4
- 238000006243 chemical reaction Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 239000000956 alloy Substances 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 238000013016 damping Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 230000004044 response Effects 0.000 description 2
- 229910045601 alloy Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002783 friction material Substances 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
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- 230000003446 memory effect Effects 0.000 description 1
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- 238000012360 testing method Methods 0.000 description 1
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Abstract
本实用新型提供了一种隔震支座,该支座包括含有底板和侧壁的下连接钢板、与滑块和底板相连的形状记忆合金螺旋弹簧、滑块、上部盖板、抗拔挡板、聚四氟乙烯涂层和橡胶垫层。滑块的球形凹槽滑块与下挡块的球形凸起相吻合,同时为了保证支座各部件在工作过程中可能产生的接触为软碰撞,在短柱的外围以及下挡块的下表面设置了橡胶垫层,螺旋弹簧采用超弹性形状记忆合金,使得装置在震后易于自复位,并且形状记忆合金螺旋弹簧具有超弹性滞回,使得支座装置总体的耗能水平得到了大幅度提高。本实用新型提供的隔震支座构造简单、隔震控制效果和耐久性良好,实用性强,且能实现自复位。
The utility model provides a shock-isolation support, which comprises a lower connecting steel plate including a bottom plate and a side wall, a shape memory alloy helical spring connected with a slider and the bottom plate, a slider, an upper cover plate, and an anti-pull baffle , PTFE coating and rubber cushion. The spherical groove of the slider coincides with the spherical protrusion of the lower stopper. At the same time, in order to ensure that the possible contact between the various parts of the support during the working process is a soft collision, the outer periphery of the short column and the lower surface of the lower stopper The rubber cushion is set, and the coil spring adopts superelastic shape memory alloy, which makes the device easy to self-reset after the earthquake, and the shape memory alloy coil spring has superelastic hysteresis, which greatly improves the overall energy consumption level of the support device . The shock-isolation bearing provided by the utility model has simple structure, good shock-isolation control effect and durability, strong practicability, and can realize self-resetting.
Description
技术领域 technical field
本实用新型涉及一种隔震支座,属于工程结构减震或隔震技术领域。 The utility model relates to a shock-isolation bearing, which belongs to the technical field of shock-absorbing or shock-isolation of engineering structures.
背景技术 Background technique
地震是一种自然灾害,其产生的巨大作用往往是导致地震区工程结构发生破坏甚至倒塌的主要因素。现代土木工程是容纳大量的人员和社会财富的场所,采用合理的技术措施降低工程结构的地震响应、提高结构的抗震性能,从而有效保证结构自身的抗震安全性和适用性,因此,隔震理论及应用装置便应运而生。 Earthquake is a natural disaster, and its huge effect is often the main factor leading to the damage or even collapse of engineering structures in earthquake areas. Modern civil engineering is a place to accommodate a large number of people and social wealth. Reasonable technical measures are adopted to reduce the seismic response of the engineering structure and improve the seismic performance of the structure, thereby effectively ensuring the seismic safety and applicability of the structure itself. Therefore, the seismic isolation theory And application devices came into being.
隔震是发展较早的被动控制措施,大量的理论研究、模型试验和实际工程强震观测记录表明隔震可大幅度降低工程结构的地震响应。隔震技术的原理是将结构物本身与地面或下部支承结构之间安装隔震支座,利用隔震支座较小的水平刚度,延长结构物的振动周期,从而减小结构地震作用的动力放大效应。工程结构隔震系统应具有如下特性:承载特性、隔震特性、复位特性、耗能特性以及稳定性和耐久性。 Seismic isolation is an early development of passive control measures. A large number of theoretical studies, model tests and actual engineering strong earthquake observation records show that seismic isolation can greatly reduce the seismic response of engineering structures. The principle of seismic isolation technology is to install a seismic isolation support between the structure itself and the ground or the lower supporting structure, and use the small horizontal stiffness of the seismic isolation support to prolong the vibration period of the structure, thereby reducing the dynamic force of the structural earthquake. Magnification effect. The seismic isolation system of engineering structures should have the following characteristics: bearing characteristics, seismic isolation characteristics, reset characteristics, energy dissipation characteristics, stability and durability.
公开号为CN103046662A的中国发明专利申请文献公开了一种隔震层软接触限位结构,包括限位器、缓冲器和反力支座,所述限位器和缓冲器均为弹性装置,限位器的刚度大于缓冲器的刚度;其中,限位器的一端固定在反力支座上,限位器的另一端与缓冲器的一端固定连接,缓冲器的另一端与隔震层上部楼盖之间有一预留距离;所述反力支座与隔震层下部连接。当地震导致隔震层发生较大侧移时,隔震层上部楼盖与缓冲器相撞,导致缓冲器与限位器发生变形,由于缓冲器本身刚度较小,刚接触时不会给隔震层带来较大的冲击,避免了冲击给建筑结构带来的损坏;同时,由于限位器较大的变形量和变形刚度,既允许隔震层有一定的侧移量,又会将其控制在安全范围内。 The Chinese invention patent application document with the publication number CN103046662A discloses a soft contact limit structure of the shock-isolation layer, including a limiter, a buffer and a reaction force support. The limiter and the buffer are both elastic devices, which limit The stiffness of the stopper is greater than that of the buffer; one end of the stopper is fixed on the reaction support, the other end of the stopper is fixedly connected to one end of the buffer, and the other end of the buffer is connected to the upper floor of the shock-isolation layer. There is a reserved distance between the covers; the reaction support is connected with the lower part of the shock-isolation layer. When the earthquake causes a large lateral displacement of the isolation floor, the upper floor of the isolation floor collides with the buffer, causing the buffer and the limiter to deform. Since the buffer itself has a small The seismic layer brings a large impact, which avoids the damage to the building structure caused by the impact; at the same time, due to the large deformation and deformation stiffness of the stopper, it not only allows a certain amount of lateral displacement of the seismic isolation layer, but also prevents the It is controlled within a safe range.
目前,隔震支座已经在建筑结构及桥梁隔震方面得到了广泛的应用,但传统的隔震支座耗能能力和震后复位能力均存在不足。 At present, seismic isolation bearings have been widely used in building structures and bridge isolation, but the traditional isolation bearings have insufficient energy dissipation capacity and post-earthquake reset ability.
形状记忆合金(Shape Memory Alloy,SMA)是一种新型功能材料,这种材料具有独特的形状记忆效应、超弹性效应、优良的阻尼性能、抗疲劳性能和耐腐蚀性能。形状记忆合金隔震的途径包括:(1)利用形状记忆合金的高阻尼特性和超弹性滞回特性提高隔震支座的耗能能力;(2)利用形状记忆合金的超弹性效应,使得隔震支座具有震后自复位能力。 Shape memory alloy (Shape Memory Alloy, SMA) is a new type of functional material, which has unique shape memory effect, superelastic effect, excellent damping performance, fatigue resistance and corrosion resistance. The methods of shape memory alloy shock isolation include: (1) using the high damping characteristics and superelastic hysteretic properties of shape memory alloys to improve the energy dissipation capacity of the shock-isolation bearing; (2) using the superelastic effect of shape memory alloys to make the isolation The seismic bearing has self-resetting ability after an earthquake.
现有的工程结构形状记忆合金隔震支座或采用小直径丝材(直径1~2mm)与叠层橡胶垫复合,即形状记忆合金复合支座,或使用形状记忆合金棒进行组合形成隔震支座,上述两种支座在强震作用下支座提供大输出力、大输出位移的能力不足,支座耗能的形式较为单一,同时也缺少防止支座内部器件损伤的软接触功能以及适应上部结构转角需求的转动能力,且装置在震后不能自行复位,因此,非常有必要开发能够利用大尺寸形状记忆合金器件超弹性的性能进行复位且具有软接触抗拔功能的隔震支座。 The existing shape memory alloy seismic isolation bearings for engineering structures either use small-diameter wires (1-2 mm in diameter) and laminated rubber pads to form composite bearings, that is, shape memory alloy composite bearings, or use shape memory alloy rods to combine to form seismic isolation Bearings, the above two bearings are not capable of providing large output force and large output displacement under the action of strong earthquakes. The rotation ability required by the corner of the upper structure, and the device cannot reset itself after an earthquake. Therefore, it is very necessary to develop a shock-isolation bearing that can use the superelastic performance of large-scale shape memory alloy devices for reset and has soft contact pull-out resistance. .
实用新型内容 Utility model content
本实用新型的目的是为了克服现有隔震支座无法自复位的缺点,提出了一种可以自复位的隔震支座。 The purpose of the utility model is to propose a self-resetting seismic isolation support in order to overcome the disadvantage that the existing seismic isolation support cannot reset itself.
为了实现上述目的,本实用新型采取了如下技术方案。 In order to achieve the above object, the utility model adopts the following technical solutions.
本实用新型提供了一种隔震支座,包括下连接钢板、滑块、螺旋弹簧、抗拔挡板和上部盖板;所述上部盖板包括上连接钢板和下挡块,所述上连接钢板与所述下挡块固定连接为一体;所述下连接钢板包括底板和侧壁,所述底板和所述侧壁固定连接为一体;所述滑块包括外筒及凹槽核心块,所述滑块布置于所述下连接钢板底板上表面,所述滑块的外筒和所述下连接钢板的侧壁通过所述螺旋弹簧连接;所述抗拔挡板布置于所述上连接钢板与所述下挡块之前,且所述抗拔挡板包括所述圆环形挡板和所述短柱,所述圆环形挡板和所述短柱固定连接为一体,所述短柱穿过所述下挡块,且所述短柱的另一端与所述下连接钢板底板固定连接。 The utility model provides a shock-isolation bearing, which comprises a lower connecting steel plate, a slider, a coil spring, an anti-pull baffle and an upper cover plate; the upper cover plate includes an upper connecting steel plate and a lower stopper, and the upper connecting The steel plate is fixedly connected with the lower block; the lower connecting steel plate includes a bottom plate and a side wall, and the bottom plate and the side wall are fixedly connected as a whole; the slider includes an outer cylinder and a groove core block, and the The slider is arranged on the upper surface of the bottom connecting steel plate, the outer cylinder of the slider and the side wall of the lower connecting steel plate are connected by the coil spring; the pull-out baffle is arranged on the upper connecting steel plate In front of the lower block, and the anti-lift baffle includes the circular baffle and the short post, the circular baffle and the short post are fixedly connected as one, and the short post Pass through the lower block, and the other end of the short column is fixedly connected with the bottom plate of the lower connecting steel plate.
优选的是,所述螺旋弹簧所使用的材料为形状记忆合金(SMA)。 Preferably, the coil spring is made of shape memory alloy (SMA).
上述任一方案优选的是,所述滑块在所述下连接钢板的底板上滑动。 Preferably, in any of the above solutions, the slider slides on the bottom plate of the lower connecting steel plate.
上述任一方案优选的是,所述滑块底部水平面上布置有聚四氟乙烯涂层。 Preferably, in any of the above solutions, a polytetrafluoroethylene coating is arranged on the horizontal surface of the bottom of the slider.
上述任一方案优选的是,所述短柱的外围布置橡胶垫层。 Preferably, in any of the above solutions, a rubber pad is arranged on the periphery of the short column.
上述任一方案优选的是,所述抗拔挡板的下表面布置橡胶垫层。 Preferably, in any of the above schemes, a rubber pad is arranged on the lower surface of the pull-out baffle.
在短柱的外围与下挡块的下表面布置橡胶垫层,以避免装置各器件之间相互碰撞损坏及保证彼此间软接触。 A rubber pad is arranged on the periphery of the stub and the lower surface of the lower block to avoid collision damage between the components of the device and to ensure soft contact with each other.
上述任一方案优选的是,所述螺旋弹簧的两端为直线形,且表面刻有螺纹。 Preferably, in any of the above solutions, the two ends of the coil spring are linear, and the surface is engraved with threads.
上述任一方案优选的是,所述螺旋弹簧通过锁紧螺母与所述外筒和所述侧壁连接。所述外筒上开有安装孔以便形状记忆合金螺旋弹簧的穿入,所述外筒上的安装孔的尺寸根据形状记忆合金弹簧的直径来确定,同时也要选择合适尺寸的锁紧螺母保证连接的安全性。 Preferably, in any of the above solutions, the coil spring is connected to the outer cylinder and the side wall through a locking nut. The outer cylinder is provided with a mounting hole for the penetration of the shape memory alloy coil spring, the size of the mounting hole on the outer cylinder is determined according to the diameter of the shape memory alloy spring, and a lock nut of an appropriate size must also be selected to ensure Connection security.
上述任一方案优选的是,所述滑块的凹槽核心块具有球形凹陷。 Preferably, in any of the above solutions, the groove core block of the slider has a spherical depression.
上述任一方案优选的是,所述下挡块的底部具有球形凸起。 Preferably, in any of the above solutions, the bottom of the lower stopper has a spherical protrusion.
上述任一方案优选的是,所述下挡块底部的球形凸起的球面直径与所述凹槽核心块的球形凹陷的球面直径相同,以使二者能够吻合的衔接。凹形滑块的弧度与下挡块的球形突起弧度相配合,具体尺寸主要依据实际所需,既要保证实现一定角度的转动同时也要避免在水平力作用下下挡块的球形突起从凹形滑块中滑出脱离。 Preferably, in any of the above schemes, the spherical diameter of the spherical protrusion at the bottom of the lower stopper is the same as the spherical diameter of the spherical depression of the groove core block, so that the two can fit together. The radian of the concave slider matches the arc of the spherical protrusion of the lower stop. Slide out from the shape slider.
上述任一方案优选的是,所述短柱的横截面为圆形或矩形。 Preferably, in any of the above schemes, the cross section of the short column is circular or rectangular.
上述任一方案优选的是,所述滑块的外筒横截面为八边形。 Preferably, in any of the above solutions, the cross section of the outer cylinder of the slider is octagonal.
上述任一方案优选的是,所述下挡块的上表面与所述圆环形挡板的下表面之间留有5-10mm的空隙,以避免二者的接触在水平发生位移时产生摩擦力,同时该空隙不宜过大,避免挡块从凹形滑块中拔出。当上部盖板整体向上移动时,下挡块与圆环形挡板充分接触,限制了上部盖板的移动,从而形成了抗拔的能力。为了便于装置的更换,设计时尽量使圆环形挡板先于下挡块破坏。下挡块的直径即为滑块在水平方向的最大行程,可根据设计位移及抗拔力的大小调整下挡块的直径大小。 In any of the above schemes, it is preferred that there is a gap of 5-10mm between the upper surface of the lower stopper and the lower surface of the annular baffle, so as to avoid friction between the two when the contact is displaced horizontally At the same time, the gap should not be too large to prevent the stopper from being pulled out from the concave slider. When the upper cover plate moves upward as a whole, the lower stopper fully contacts with the annular baffle plate, which restricts the movement of the upper cover plate, thereby forming the ability to resist pulling out. In order to facilitate the replacement of the device, try to make the annular baffle break before the lower stopper during design. The diameter of the lower stopper is the maximum stroke of the slider in the horizontal direction, and the diameter of the lower stopper can be adjusted according to the design displacement and the pull-out resistance.
上述任一方案优选的是,所述滑块为橡胶与钢板隔层布置。 Preferably, in any of the above schemes, the slider is arranged with rubber and steel plate interlayers.
所述下挡块的平面形状为“拨盘形”,即环向布置一定圆孔的一个圆盘,短柱位于“拨盘形”下挡块的之间的空心圆孔区域内,且短柱布置在所述下挡块的空心圆形区域的中心,即短柱横截面中心与下挡块的空心圆形区域的中心重合。 The planar shape of the lower stopper is "dial-shaped", that is, a circular disk with a certain circular hole arranged in the circumferential direction, and the short column is located in the hollow circular hole area between the "dial-shaped" lower stoppers, and the short column The column is arranged at the center of the hollow circular area of the lower stopper, that is, the center of the cross section of the short column coincides with the center of the hollow circular area of the lower stopper.
与现有技术相比,本实用新型的隔震支座的有益效果体现在:将支座设置在主体结构与支撑构件之间,在任意水平方向的地震作用下,设置在结构上部与下部之间的上部盖板和下部连接钢板之间发生水平相对运动,减小了结构的水平刚度延长了结构周期,隔离了地震能量的向上传递;当结构有向上运动的趋势时,结构会带动上部盖板产生向上的位移,当下挡块接触到圆环形挡板时,圆环形挡板会阻挡其向上的运动,使支座具有抵抗竖向位移的能力。此外,一方面,上部盖板的球形凸起带动滑块在涂有聚四氟乙烯摩擦材料的底板上水平滑动,实现摩擦耗能;另一方面,滑块与下连接钢板侧壁之间产生的相对位移带动形状记忆合金螺旋弹簧发生拉伸压缩变形从而实现形状记忆合金材料超弹性滞回耗能,当地震作用结束后,形状记忆合金材料的超弹性性能又可使弹簧恢复到初始形状从而使得装置实现自复位,并且下挡块与滑块之间可产生微幅的转动,从而释放结构的扭转应力。 Compared with the prior art, the beneficial effect of the seismic isolation bearing of the present utility model is reflected in that the bearing is arranged between the main structure and the supporting member, and under the action of an earthquake in any horizontal direction, it is arranged between the upper part and the lower part of the structure. The horizontal relative movement occurs between the upper cover plate and the lower connecting steel plate, which reduces the horizontal stiffness of the structure, prolongs the structural period, and isolates the upward transmission of seismic energy; when the structure has a tendency to move upward, the structure will drive the upper cover. The plate produces an upward displacement, and when the lower stopper touches the circular baffle, the circular baffle will block its upward movement, so that the support has the ability to resist vertical displacement. In addition, on the one hand, the spherical protrusion of the upper cover plate drives the slider to slide horizontally on the bottom plate coated with PTFE friction material to realize frictional energy dissipation; The relative displacement drives the shape memory alloy coil spring to undergo stretching and compression deformation to realize the superelastic hysteretic energy consumption of the shape memory alloy material. The device realizes self-resetting, and a slight rotation can be generated between the lower stopper and the slider, thereby releasing the torsional stress of the structure.
此外,本实用新型在传统的抗拔支座中加入了形状记忆合金螺旋弹簧、聚四氟乙烯材料摩擦层,以及保证软接触的橡胶垫层,使得支座具有了双重耗能机制及自复位功能,并且保证装置各个器件之间的接触均为软碰撞来避免支座损伤,保证装置的使用安全。本实用新型构造简单,隔震控制效果和耐久性良好,实用性强,适用于建筑、桥梁,尤其适用于大跨度空间网格屋盖结构与基础之间或大跨度空间网格屋盖结构与支承结构顶部之间的连接,如机场、大空间的展览馆。 In addition, the utility model adds a shape memory alloy coil spring, a polytetrafluoroethylene material friction layer, and a rubber pad layer to ensure soft contact to the traditional anti-lifting support, so that the support has a double energy consumption mechanism and self-resetting Function, and ensure that the contact between the various components of the device is soft collision to avoid damage to the support and ensure the safety of the device. The utility model has simple structure, good shock isolation control effect and durability, and strong practicability, and is suitable for buildings and bridges, especially for the space between the large-span space grid roof structure and the foundation or between the large-span space grid roof structure and the support Connections between the tops of structures, such as airports, exhibition halls with large spaces.
附图说明 Description of drawings
图1是按照本实用新型的隔震支座的一实施例的俯视图,其中只显示了上部盖板。 Fig. 1 is a top view of an embodiment of the shock-isolation bearing according to the present invention, wherein only the upper cover plate is shown.
图2是按照本实用新型的隔震支座的图1所示实施例的A-A剖视图。 Fig. 2 is an A-A cross-sectional view of the embodiment shown in Fig. 1 of the shock-isolation bearing according to the present invention.
图3 是按照本实用新型的隔震支座的图1所示实施例的下部滑槽俯视图。 Fig. 3 is according to the bottom chute top view of the embodiment shown in Fig. 1 of the shock-isolation bearing of the present utility model.
图4是按照本实用新型的隔震支座的图1所示实施例的下挡块构造图。 Fig. 4 is a structural view of the lower block of the embodiment shown in Fig. 1 of the shock-isolation bearing according to the present invention.
图5是按照本实用新型的隔震支座的图1所示实施例的形状记忆合金螺旋弹簧构造图。 Fig. 5 is a structural diagram of a shape memory alloy coil spring according to the embodiment shown in Fig. 1 of the shock-absorbing support of the present invention.
图6是按照本实用新型的隔震支座的图1所示实施例的 形状记忆合金螺旋弹簧与外筒连接处构造图。 Fig. 6 is a structural diagram of the connection between the shape memory alloy coil spring and the outer cylinder according to the embodiment shown in Fig. 1 of the shock-absorbing support of the present invention.
图中各种标号的含义如下: The meanings of various symbols in the figure are as follows:
1:下连接钢板,2:形状记忆合金螺旋弹簧,3:滑块,4:上部盖板,5:上连接钢板,6:下挡块,7:抗拔挡板,8:圆环形挡板,9:短柱,10:橡胶垫层,11:外筒,12:凹槽核心块,13:锁紧螺母,14:底板,15:侧壁,16:聚四氟乙烯涂层,17:连接螺栓,18:空心圆孔区域,d:空心圆孔区域直径。 1: Lower connecting steel plate, 2: Shape memory alloy coil spring, 3: Slider, 4: Upper cover plate, 5: Upper connecting steel plate, 6: Lower stopper, 7: Pull-out baffle, 8: Ring stopper Plate, 9: short column, 10: rubber cushion, 11: outer cylinder, 12: grooved core block, 13: lock nut, 14: bottom plate, 15: side wall, 16: polytetrafluoroethylene coating, 17 : connection bolt, 18: hollow hole area, d: diameter of hollow hole area.
具体实施方式 Detailed ways
为了更好的理解本实用新型提供的隔震支座,以下通过具体实施方式,并结合附图对本实用新型作进一步说明。 In order to better understand the shock-isolation bearing provided by the utility model, the utility model will be further described below through specific implementation modes and in conjunction with the accompanying drawings.
实施例1 Example 1
一种隔震支座,其整体直径500mm左右,其俯视图如图1所示,图2为图1所示实施例的A-A剖面图,所述支座主要包括:由底板14和侧壁15构成的下连接钢板1、与滑块3和侧壁15相连的形状记忆合金螺旋弹簧2、滑块3、上部盖板4、聚四氟乙烯涂层16、橡胶垫层10和抗拔挡板7。下连接钢板1包括底板14和侧壁15,底板14和侧壁15固定连接为一体,下连接钢板1的底板14的上表面为滑动面;下连接钢板1上方布置有滑块3和形状记忆合金螺旋弹簧2,滑块3包括外筒11及凹槽核心块12,外筒11和凹槽核心块12固定连接为一体,滑块3底部水平面上布置有聚四氟乙烯涂层16,滑块3的外筒11与侧壁15通过形状记忆合金螺旋弹簧2采用锁紧螺母13连接,形状记忆合金螺旋弹簧2的两端为直线且刻有螺纹;上部盖板4包括上连接钢板5和下挡块6,且上连接钢板5和下挡块6固定连接为一体;抗拔挡板7包括圆环形挡板8和短柱9,圆环形挡板8和短柱9固定连接为一体,且短柱9穿过下挡块6,短柱9与下连接钢板1的底板14固定连接,抗拔挡板7布置于上部盖板4的上连接钢板5与下挡块6之间,下挡块6设计成底部具有球形凸起,与凹槽核心块12的凹槽相吻合,使得滑块3在挡块6的带动下可以在底板14上水平滑动,同时,下挡块6与滑块3之间可产生微幅的转动,能够适应上部建筑结构的转角需求。此外,在短柱9的外围以及下挡块6的下表面设置了橡胶垫层10,以避免碰撞过程中造成支座和上部结构的损伤。 A shock-isolation support with an overall diameter of about 500mm, its top view is shown in Figure 1, and Figure 2 is an A-A sectional view of the embodiment shown in Figure 1, the support mainly includes: a bottom plate 14 and a side wall 15 The lower connecting steel plate 1, the shape memory alloy coil spring 2 connected with the slider 3 and the side wall 15, the slider 3, the upper cover plate 4, the polytetrafluoroethylene coating 16, the rubber pad 10 and the pull-out baffle 7 . The lower connecting steel plate 1 includes a bottom plate 14 and a side wall 15, the bottom plate 14 and the side wall 15 are fixedly connected as one, and the upper surface of the bottom plate 14 of the lower connecting steel plate 1 is a sliding surface; a slider 3 and a shape memory are arranged above the lower connecting steel plate 1 The alloy coil spring 2, the slider 3 includes an outer cylinder 11 and a groove core block 12, the outer cylinder 11 and the groove core block 12 are fixedly connected as one, and a polytetrafluoroethylene coating 16 is arranged on the horizontal surface of the bottom of the slider 3, and the sliding The outer cylinder 11 and the side wall 15 of the block 3 are connected by a lock nut 13 through a shape-memory alloy coil spring 2. The two ends of the shape-memory alloy coil spring 2 are straight lines and are engraved with threads; The lower block 6, and the upper connecting steel plate 5 and the lower block 6 are fixedly connected as one; the pull-out baffle 7 includes a circular baffle 8 and a short post 9, and the circular baffle 8 and the short post 9 are fixedly connected as One piece, and the short column 9 passes through the lower stopper 6, the short column 9 is fixedly connected with the bottom plate 14 of the lower connecting steel plate 1, and the pullout baffle 7 is arranged between the upper connecting steel plate 5 of the upper cover plate 4 and the lower stopper 6 , the lower stopper 6 is designed to have a spherical protrusion at the bottom, which coincides with the groove of the groove core block 12, so that the slider 3 can slide horizontally on the bottom plate 14 under the drive of the stopper 6, and at the same time, the lower stopper 6 A slight rotation can be generated between the sliding block 3 and can adapt to the corner requirement of the superstructure. In addition, a rubber pad 10 is provided on the periphery of the stub 9 and the lower surface of the lower block 6 to avoid damage to the support and the upper structure during the collision.
各部件的主要构造与特征分述如下: The main structure and characteristics of each component are described as follows:
上部盖板4包括有上连接钢板5和下挡块6,所述上连接钢板5和所述下挡块6连接为一体。下挡块6的上表面与圆环形挡板8的下表面之间留有5mm空隙,避免二者接触在水平发生位移时产生摩擦力,当上部盖板整体向上移动时,下挡块6与圆环形挡板8充分接触,限制了上部盖板4的移动,从而形成了抗拔的能力。 The upper cover plate 4 includes an upper connecting steel plate 5 and a lower stopper 6, and the upper connecting steel plate 5 and the lower stopper 6 are connected as a whole. There is a gap of 5mm between the upper surface of the lower stopper 6 and the lower surface of the annular baffle 8, so as to avoid the frictional force generated when the contact between the two is displaced horizontally. When the upper cover plate moves upward as a whole, the lower stopper 6 Full contact with the annular baffle 8 restricts the movement of the upper cover 4, thereby forming the ability to resist pulling out.
在下挡块6的下表面及短柱9的周围外表面贴橡胶垫层10,以防止在大震位移过大的情况下滑块3的外筒11与短柱9之间发生强烈碰撞,同时当结构有竖向位移时避免下挡块6的上表面与圆环形挡板8的下表面发生碰撞,保护装置各个器件的完整性。 A rubber pad 10 is pasted on the lower surface of the lower block 6 and around the short column 9 to prevent a strong collision between the outer cylinder 11 of the slider 3 and the short column 9 when the large earthquake displacement is too large. When the structure has a vertical displacement, the collision between the upper surface of the lower block 6 and the lower surface of the annular baffle 8 is avoided, so as to protect the integrity of each device.
滑块3包括外筒11与凹槽核心块12,凹槽核心块12的弧度与下挡块6的球形凸起弧度相同。外筒11上开有安装孔以便形状记忆合金螺旋弹簧2的穿入,所述外筒上的安装孔的尺寸与形状记忆合金弹簧的具体尺寸相同,根据螺旋弹簧的直径来确定。如图3所示,所述形状记忆合金螺旋弹簧2两端为直线形,且所述形状记忆合金螺旋弹簧2表面刻有螺纹,两端用尺寸合适的锁紧螺母13分别与侧壁15与外筒11固定连接。 The slider 3 includes an outer cylinder 11 and a groove core block 12 , the groove core block 12 has the same curvature as the spherical protrusion of the lower stopper 6 . An installation hole is provided on the outer cylinder 11 for the insertion of the shape memory alloy coil spring 2 . The size of the installation hole on the outer cylinder is the same as that of the shape memory alloy spring and is determined according to the diameter of the coil spring. As shown in Figure 3, the two ends of the shape memory alloy coil spring 2 are linear, and the surface of the shape memory alloy coil spring 2 is engraved with threads, and the two ends are respectively connected with the side wall 15 and the side wall 15 with lock nuts 13 of suitable size. The outer cylinder 11 is fixedly connected.
下挡块6为拨盘形形状,如图4所示,所述下挡块6的空心圆孔区域18直径d为120mm。 The lower block 6 is in the shape of a dial, as shown in FIG. 4 , the diameter d of the hollow hole area 18 of the lower block 6 is 120 mm.
短柱9为圆柱形,其横截面为圆形。 The stub 9 is cylindrical and its cross section is circular.
支座通过连接螺栓17分别将上部盖板4和下连接钢板1与结构连接。 The support connects the upper cover plate 4 and the lower connecting steel plate 1 to the structure through connecting bolts 17 respectively.
本实例中,首先将各个部件加工完毕之后进行组装,具体安装步骤依次如下: In this example, first assemble each component after processing, and the specific installation steps are as follows:
a. 加工形状记忆合金螺旋弹簧2、下连接钢板1、滑块3、短柱9、圆环形挡板8以及上部盖板4各个部件,其中形状记忆合金弹簧的结构如图5所示; a. Processing the shape memory alloy coil spring 2, the lower connecting steel plate 1, the slider 3, the short column 9, the annular baffle 8 and the upper cover plate 4, the structure of the shape memory alloy spring is shown in Figure 5;
b. 将短柱9的下端焊接到下连接钢板1的底板14的上表面上; b. The lower end of the stub 9 is welded to the upper surface of the bottom plate 14 of the lower connecting steel plate 1;
c. 将下表面涂有聚四氟乙烯摩擦涂层16的滑块3置于底板14中心; c. Place the slider 3 with the polytetrafluoroethylene friction coating 16 on the lower surface at the center of the bottom plate 14;
d. 形状记忆合金螺旋弹簧2一端穿过外筒11,并在内外分别用两个锁紧螺母13将形状记忆合金螺旋弹簧2与外筒11固定连接,所述形状记忆合金螺旋弹簧2与所述外筒11的连接处如图6所示,另一端以同样的方式与侧壁15固定连接; d. One end of the shape memory alloy coil spring 2 passes through the outer cylinder 11, and two locking nuts 13 are used to fix the shape memory alloy coil spring 2 to the outer cylinder 11. The shape memory alloy coil spring 2 is connected to the outer cylinder 11. The junction of the outer cylinder 11 is shown in Figure 6, and the other end is fixedly connected with the side wall 15 in the same way;
e. 将上部盖板4的下挡块6的球形凸起与凹槽核心块12吻合放置; e. Place the spherical protrusion of the lower stopper 6 of the upper cover plate 4 in place with the groove core block 12;
f. 拼接圆环形挡板8,并将圆环形挡板8的下表面与短柱9的上表面焊接。 f. Splice the circular baffle 8, and weld the lower surface of the circular baffle 8 to the upper surface of the short column 9.
实施例2 Example 2
一种隔震支座,同实施例1,不同之处在于:下挡块6的上表面与圆环形挡板8的下表面之间的空隙为7.5mm。 A vibration-isolation support, same as Embodiment 1, the difference is that: the gap between the upper surface of the lower stopper 6 and the lower surface of the annular baffle 8 is 7.5 mm.
实施例3 Example 3
一种隔震支座,同实施例1,不同之处在于:下挡块6的上表面与圆环形挡板8的下表面之间的空隙为6.25mm。 A vibration-isolation support, same as Embodiment 1, the difference is that: the gap between the upper surface of the lower block 6 and the lower surface of the circular baffle 8 is 6.25mm.
实施例4 Example 4
一种隔震支座,同实施例1,不同之处在于:下挡块6的上表面与圆环形挡板8的下表面之间的空隙为8.75mm。 A shock-isolation support, the same as the first embodiment, the difference is that: the gap between the upper surface of the lower block 6 and the lower surface of the ring-shaped baffle 8 is 8.75mm.
实施例5 Example 5
一种隔震支座,同实施例1,不同之处在于:下挡块6的上表面与圆环形挡板8的下表面之间的空隙为10mm。 A vibration-isolation support, the same as the first embodiment, the difference is that: the gap between the upper surface of the lower block 6 and the lower surface of the ring-shaped baffle 8 is 10mm.
实施例6 Example 6
一种隔震支座,同实施例1,不同之处在于:短柱9的横截面为矩形。 A shock-isolation support, the same as that of Embodiment 1, the difference lies in that the cross-section of the short column 9 is rectangular.
实施例7 Example 7
一种隔震支座,同实施例1,不同之处在于:下挡块6的空心圆孔区域18直径d为100mm。 A vibration-isolation support, the same as the first embodiment, the difference lies in: the diameter d of the hollow hole area 18 of the lower block 6 is 100mm.
实施例8 Example 8
一种隔震支座,同实施例1,不同之处在于:下挡块6的空心圆孔区域18直径d为150mm。 A vibration-isolation support, the same as the first embodiment, the difference lies in: the diameter d of the hollow hole area 18 of the lower block 6 is 150 mm.
实施例9 Example 9
一种隔震支座,同实施例1,不同之处在于:下挡块6的空心圆孔区域18直径d为130mm。 A vibration-isolation support, the same as the first embodiment, the difference lies in: the diameter d of the hollow hole area 18 of the lower block 6 is 130 mm.
以上所述实施例只是本实用新型的优选实施方式,本实用新型不局限于此,应当指出,本实用新型对于本技术领域的普通技术人员来说,在不脱离本实用新型技术原理的前提下,还可以做出若干改进和变型,这些改进和变型也应视为本实用新型的保护范围。 The embodiments described above are only preferred implementations of the present utility model, and the present utility model is not limited thereto. It should be pointed out that, for those of ordinary skill in the art, the utility model can , and several improvements and modifications can also be made, and these improvements and modifications should also be regarded as the protection scope of the present utility model.
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2014
- 2014-04-18 CN CN201420188117.2U patent/CN203782881U/en not_active Expired - Lifetime
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