CN110700429A - A kind of SMA composite universal suspension damping device - Google Patents
A kind of SMA composite universal suspension damping device Download PDFInfo
- Publication number
- CN110700429A CN110700429A CN201910887694.8A CN201910887694A CN110700429A CN 110700429 A CN110700429 A CN 110700429A CN 201910887694 A CN201910887694 A CN 201910887694A CN 110700429 A CN110700429 A CN 110700429A
- Authority
- CN
- China
- Prior art keywords
- wire
- sma
- suspension damping
- damping device
- steel cable
- 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.)
- Pending
Links
- 238000013016 damping Methods 0.000 title claims abstract description 44
- 239000000725 suspension Substances 0.000 title claims abstract description 33
- 239000002131 composite material Substances 0.000 title claims abstract description 22
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 38
- 239000010959 steel Substances 0.000 claims abstract description 38
- 238000006243 chemical reaction Methods 0.000 claims abstract description 12
- 239000000428 dust Substances 0.000 claims description 14
- 238000003466 welding Methods 0.000 claims 2
- 230000010355 oscillation Effects 0.000 claims 1
- 230000035939 shock Effects 0.000 abstract description 10
- 238000010521 absorption reaction Methods 0.000 abstract description 9
- 230000004044 response Effects 0.000 abstract description 7
- 230000021715 photosynthesis, light harvesting Effects 0.000 abstract description 5
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 230000007704 transition Effects 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000002238 attenuated effect Effects 0.000 description 1
- 229910001566 austenite Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 230000005284 excitation Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/027—Preventive constructional measures against earthquake damage in existing buildings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
本发明公开的一种SMA复合万向悬摆减震装置,包括固定支撑装置,固定支撑装置为五面闭合一面开口、内部空腔的立体结构,质量振子通过摆杆与支撑装置相连。丝‑钢索连接装置由SMA丝、钢索通过丝索转换头连接而成。各个丝‑钢索连接装置SMA丝端穿过挡板与滑块相连,钢索端经过上部转向滑轮转向,由钢索通道穿出装置与外部结构固定连接。本发明将悬摆减震体系与SMA丝相结合,利用丝‑钢索连接装置与结构内部连接,将悬摆减震体系的惯性力通过丝‑钢索连接装置传递给结构,同时利用SMA丝的相变伪弹性提供阻尼,达到消能减震的目的。该装置具有制作简单、布置方便灵活等特点,并可有效地减小结构的地震响应。
The invention discloses an SMA composite universal suspension damping device, comprising a fixed support device, the fixed support device is a three-dimensional structure with five sides closed and one open side and an internal cavity, and the mass oscillator is connected with the support device through a pendulum rod. The wire-wire cable connection device is composed of SMA wire and wire rope connected by wire cable conversion head. The SMA wire end of each wire-wire cable connecting device is connected to the slider through the baffle plate, the wire end is diverted through the upper steering pulley, and is fixedly connected to the external structure by the wire cable channel passing device. The invention combines the suspension damping system with the SMA wire, uses the wire-steel cable connecting device to connect with the interior of the structure, transmits the inertial force of the suspension damping system to the structure through the wire-steel cable connecting device, and uses the SMA wire at the same time. The phase transition pseudoelasticity provides damping to achieve the purpose of energy dissipation and shock absorption. The device has the characteristics of simple manufacture, convenient and flexible arrangement, etc., and can effectively reduce the seismic response of the structure.
Description
技术领域technical field
本发明属于减振装置技术领域,具体涉及一种SMA复合万向悬摆减震装置。The invention belongs to the technical field of vibration damping devices, and in particular relates to an SMA composite universal suspension damping device.
背景技术Background technique
古塔作为一种历史宗教建筑,是全人类宝贵的历史文化遗产。不同年代的古塔建筑反映了当时历史条件下的建造工艺和科学技术水平,记载了当时的生产生活信息。因此,古塔不仅对研究我国古代建筑发展史具有重要意义,而且对研究我国古代历史、文化、宗教、政治、艺术以及经济交往等都具有非凡的价值。As a historical and religious building, the ancient pagoda is a precious historical and cultural heritage of all mankind. The ancient pagoda buildings of different ages reflect the construction technology and the level of science and technology under the historical conditions at that time, and record the production and life information at that time. Therefore, the ancient pagoda is not only of great significance to the study of the development history of ancient Chinese architecture, but also of extraordinary value to the study of ancient Chinese history, culture, religion, politics, art and economic exchanges.
目前,我国现存古塔结构大多建造年代久远,自然灾害和人为破坏比较严重,抗灾变能力较差,亟需进行动力灾变保护。然而,由于古塔结构保护的特殊性,很多问题,特别是古塔结构的减震技术和保护理论等还很不完善,现有技术有待提高。At present, most of the existing ancient pagoda structures in my country have been built for a long time, and the natural disasters and man-made damages are relatively serious, and the ability to resist disasters is poor, so dynamic disaster protection is urgently needed. However, due to the particularity of the protection of the ancient pagoda structure, many problems, especially the shock absorption technology and protection theory of the ancient pagoda structure, are still not perfect, and the existing technology needs to be improved.
古塔类历史建筑与现代建筑不同,对其进行减震保护应遵循古建筑保护修复的原则,不能对其进行大面积的破坏性加固,所以利用外加阻尼减震装置对古塔结构进行减震加固是比较理想的方法。The ancient pagoda historical buildings are different from modern buildings. The shock absorption protection of ancient pagodas should follow the principle of protection and restoration of ancient buildings, and large-scale destructive reinforcement cannot be carried out. Therefore, external damping and shock absorption devices are used to shock the ancient pagoda structure. Reinforcement is the ideal method.
悬摆减震体系是一种可设置于古塔结构内部的减震系统。悬摆减震体系是一种基于被动控制原理的结构减震体系,其工作原理是:当结构因外部激励产生振动响应时,结构振动带动悬摆质量振子摆动,质量振子的摆动又反馈给结构一个控制力,从而达到减震的效果。但是,若单独将悬摆减震体系设置于古塔结构内部楼板上,悬摆减震体系由于自身特点对古塔结构起到的减震作用较小。故若将悬摆减震体系与SMA丝相结合,利用丝-钢索与古塔结构内部连接,研发性能良好的SMA复合悬摆减震装置,则可将悬摆减震体系的惯性力通过丝-钢索传递给古塔结构,同时还能利用SMA复合悬摆减震装置中的SMA丝提供阻尼,达到消能减震的目的,从而比较明显地减小古塔结构的地震响应。The suspension damping system is a damping system that can be installed inside the ancient pagoda structure. The suspension damping system is a structural damping system based on the passive control principle. Its working principle is: when the structure produces a vibration response due to external excitation, the structural vibration drives the pendulum mass vibrator to swing, and the vibration of the mass vibrator is fed back to the structure. A control force, so as to achieve the effect of shock absorption. However, if the suspension damping system is separately installed on the inner floor of the ancient pagoda structure, the suspension damping system has less shock absorption effect on the ancient pagoda structure due to its own characteristics. Therefore, if the suspension damping system is combined with SMA wire, and the wire-steel cable is used to connect the inside of the ancient pagoda structure, and develop a SMA composite suspension damping device with good performance, the inertial force of the suspension damping system can be passed through. The wire-steel cable is transmitted to the ancient pagoda structure, and at the same time, the SMA wire in the SMA composite suspension damping device can be used to provide damping, so as to achieve the purpose of energy dissipation and shock absorption, thereby significantly reducing the seismic response of the ancient pagoda structure.
发明内容SUMMARY OF THE INVENTION
本发明的目的是提供一种SMA复合万向悬摆减震装置,具有良好的减震效果和减震稳定性,能够有效地防止历史建筑在强震作用下被破坏的情况发生。The purpose of the present invention is to provide an SMA composite universal suspension damping device, which has good damping effect and damping stability, and can effectively prevent the destruction of historical buildings under the action of strong earthquakes.
本发明所采用的技术方案是,一种SMA复合万向悬摆减震装置,包括固定支撑装置,固定支撑装置为五面闭合一面开口、内部空腔的立体结构,固定支撑装置内悬挂连接有质量振子,在质量振子的外围固定有若干个均匀分布的丝-钢索连接装置,各个丝-钢索连接装置在固定支撑装置内呈圆周方式排列;丝-钢索连接装置向上穿出固定支撑装置与外部结构相连,固定支撑装置的底板固定有一中间开槽的环形挡板,挡板中间设置有能够沿固定支撑装置底板运动的滑块,各个丝-钢索连接装置向下的一端穿过挡板的开槽连接在滑块上。The technical solution adopted in the present invention is that an SMA composite universal suspension damping device includes a fixed support device. The fixed support device is a three-dimensional structure with five sides closed and one open side and an internal cavity. The fixed support device is suspended and connected with a For the mass vibrator, several evenly distributed wire-wire cable connection devices are fixed on the periphery of the mass vibrator, and each wire-wire cable connection device is arranged in a circular manner in the fixed support device; The device is connected to the external structure, the bottom plate of the fixed support device is fixed with an annular baffle with a slot in the middle, and the middle of the baffle is provided with a slider that can move along the bottom plate of the fixed support device, and the downward end of each wire-wire cable connecting device passes through The slot of the baffle is attached to the slider.
本发明的特点还在于,The present invention is also characterized in that,
丝-钢索连接装置包括SMA丝和钢索,SMA丝和钢索通过丝索转换头连接而成;SMA丝远离丝索转换头的一端穿过挡板与滑块相连,钢索远离丝索转换头的一端穿出固定支撑装置与外部结构相连。The wire-wire cable connection device includes SMA wire and wire rope. The SMA wire and the wire rope are connected by the wire rope conversion head; the end of the SMA wire away from the wire conversion head is connected to the slider through the baffle plate, and the wire rope is far away from the wire rope. One end of the conversion head passes through the fixed support device and is connected with the external structure.
固定支撑装置包括上下相对设置的上限位板、下限位板以及三面围护板;上限位板、下限位板、三面围护板通过首尾拼接组成五面闭合一侧开口、内部空腔的结构;挡板固定在下限位板上,上限位板上设置开设有若干个钢索通道,各个钢索穿过钢索通道连接在外部结构上。The fixed support device includes an upper limit plate, a lower limit plate and a three-sided enclosure plate that are oppositely arranged up and down; the upper limit plate, the lower limit plate, and the three-sided enclosure plate are spliced end to end to form a structure with five sides closed on one side and an internal cavity; The baffle plate is fixed on the lower limit plate, and the upper limit plate is provided with a plurality of steel cable channels, and each steel cable is connected to the external structure through the steel cable channels.
下限位板两侧边缘部位还设置有底部转向滑轮,每个底部转向滑轮分别位于环形挡板的外侧,SMA丝通过底部转向滑轮转向后再穿过挡板与滑块固定连接。Bottom turning pulleys are also arranged on the edges of both sides of the lower limit plate, each bottom turning pulley is located on the outer side of the annular baffle, and the SMA wire is turned through the bottom turning pulley and then passes through the baffle and is fixedly connected to the slider.
上限位板中间部位垂直固定有万向铰,质量振子通过摆杆与万向铰连接;摆杆上端设有圆形穿入孔,可自由穿入万向铰的转轴。The middle part of the upper limit plate is vertically fixed with a universal hinge, and the mass oscillator is connected with the universal hinge through a pendulum rod; the upper end of the pendulum rod is provided with a circular penetration hole, which can freely penetrate the rotating shaft of the universal hinge.
上限位板两侧边缘对称布置上部转向滑轮,钢索一端经过上部转向滑轮后再穿过钢索通道与外部结构相连,下限位板四角部位设置腰形孔,通过沉头螺栓螺母与外部结构相连。The upper diverting pulleys are arranged symmetrically on both sides of the upper limit plate. One end of the wire rope passes through the upper diverting pulley and then passes through the wire rope channel to connect with the external structure. The four corners of the lower limit plate are provided with waist-shaped holes, which are connected to the external structure through countersunk head bolts and nuts. .
固定支撑装置的外部还设有遮尘罩,三面围护板由三块钢板焊接而成,两垂直钢板中部设置有与遮尘罩相接的连接扣。The outside of the fixed support device is also provided with a dust shield, the three-sided enclosure plates are welded by three steel plates, and the middle of the two vertical steel plates is provided with a connecting buckle connected to the dust shield.
质量振子上部对称设置多个螺纹孔,摆杆下端设有与螺纹孔相适应的螺纹。The upper part of the mass oscillator is symmetrically arranged with a plurality of threaded holes, and the lower end of the pendulum rod is provided with threads adapted to the threaded holes.
质量振子下部两侧设置有外伸板;外伸板内侧设置有橡胶垫片层。Outrigger plates are arranged on both sides of the lower part of the mass oscillator; rubber gasket layers are arranged on the inner side of the outrigger plates.
在固定支撑装置开口一侧设置有用于防尘的遮尘罩,三面围护板由三块钢板焊接而成,各个钢板中部设置有与遮尘罩相接的连接扣。A dust shield is arranged on the opening side of the fixed support device, and the three-sided enclosure plate is welded by three steel plates, and the middle of each steel plate is provided with a connecting buckle connected to the dust shield.
本发明的一种SMA复合万向悬摆减震装置的有益效果是,本发明的悬摆减震装置将悬摆减震体系与SMA丝相结合,利用丝-钢索连接装置与结构内部连接,将悬摆减震体系的惯性力通过丝-钢索连接装置传递给结构,同时利用SMA丝的相变伪弹性提供阻尼,达到消能减震的目的。该装置具有制作简单、布置方便灵活等特点,并可有效地减小结构的地震响应。The beneficial effect of the SMA composite universal suspension damping device of the present invention is that the suspension damping device of the present invention combines the suspension damping system with the SMA wire, and uses the wire-steel cable connecting device to connect with the interior of the structure , the inertial force of the suspension damping system is transmitted to the structure through the wire-wire cable connection device, and the phase transition pseudo-elasticity of the SMA wire is used to provide damping, so as to achieve the purpose of energy dissipation and damping. The device has the characteristics of simple manufacture, convenient and flexible arrangement, etc., and can effectively reduce the seismic response of the structure.
附图说明Description of drawings
图1是本发明的一种SMA复合万向悬摆减震装置的剖面图;Fig. 1 is the sectional view of a kind of SMA composite universal suspension damping device of the present invention;
图2是本发明的一种SMA复合万向悬摆减震装置的侧视图。FIG. 2 is a side view of an SMA composite gimbal suspension damping device of the present invention.
图中,1.上限位板,2.下限位板,3.三面围护板,4.万向铰,6.上部转向滑轮,7.挡板,8.底部转向滑轮,9.腰形孔,10.连接扣,11.摆杆,12.SMA丝,13.丝索转换头,14.钢索,15.橡胶垫片层,100.固定支撑装置,200.质量振子,300.滑块,400.丝-钢索连接装置,500.遮尘罩。In the figure, 1. Upper limit plate, 2. Lower limit plate, 3. Three-sided enclosure plate, 4. Universal hinge, 6. Upper turning pulley, 7. Baffle plate, 8. Bottom turning pulley, 9. Waist hole , 10. Connection buckle, 11. Swing rod, 12. SMA wire, 13. Wire cable conversion head, 14. Steel cable, 15. Rubber gasket layer, 100. Fixed support device, 200. Mass vibrator, 300. Slider , 400. Wire - cable connection device, 500. Dust cover.
具体实施方式Detailed ways
下面结合附图和具体实施方式对本发明进行详细说明。The present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.
一种SMA复合万向悬摆减震装置,结构如图1所示,包括固定支撑装置100,固定支撑装置100为五面闭合一面开口、内部空腔的立体结构,固定支撑装置100内悬挂连接有质量振子200,在质量振子200的外围固定有若干个均匀分布的丝-钢索连接装置,各个丝-钢索连接装置400在固定支撑装置100内呈圆周方式排列;丝-钢索连接装置向上穿出固定支撑装置100与外部结构相连,固定支撑装置100的底板固定有一中间开槽的环形挡板7,挡板7中间设置有能够沿固定支撑装置100底板运动的滑块300,各个丝-钢索连接装置向下的一端穿过挡板7的开槽连接在滑块300上。An SMA composite universal suspension damping device, the structure is shown in Figure 1, including a fixed
丝-钢索连接装置400包括SMA丝12和钢索14,SMA丝12和钢索14通过丝索转换头13连接而成;SMA丝12远离丝索转换头13的一端穿过挡板7与滑块300相连,钢索14远离丝索转换头13的一端穿出固定支撑装置100与外部结构相连。The wire-wire
固定支撑装置100包括上下相对设置的上限位板1、下限位板2以及三面围护板3;上限位板1、下限位板2、三面围护板3通过首尾拼接组成五面闭合一侧开口、内部空腔的结构;挡板7固定在下限位板2上,上限位板1上设置开设有若干个钢索通道,各个钢索14穿过钢索通道连接在外部结构上。下限位板就是固定支撑装置的底板。The fixed
下限位板2两侧边缘部位还设置有底部转向滑轮8,每个底部转向滑轮8分别位于环形挡板7的外侧,SMA丝12通过底部转向滑轮8转向后再穿过挡板与滑块300固定连接。The edge portions on both sides of the
上限位板1中间部位垂直固定有万向铰4,质量振子200通过摆杆11与万向铰4连接;摆杆11上端设有圆形穿入孔,可自由穿入万向铰4的转轴。The middle part of the
上限位板1两侧边缘对称布置上部转向滑轮6,钢索14一端经过上部转向滑轮6后再穿过钢索通道与外部结构相连,下限位板四角部位设置腰形孔9,通过沉头螺栓螺母与外部结构相连。钢索14经过上部转向滑轮转向6、由钢索通道穿出装置与结构某层顶部混凝土梁板或底部混凝土梁板通过沉头螺栓螺母固定连接。The upper diverting
固定支撑装置100的外部还设有遮尘罩500(如图2所示),三面围护板3由三块钢板焊接而成,两垂直钢板中部设置有与遮尘罩500相接的连接扣10。The outside of the fixed
质量振子200上部对称设置多个螺纹孔,摆杆11下端设有与螺纹孔相适应的螺纹。The upper part of the
质量振子200下部两侧设置有外伸板;外伸板内侧设置有橡胶垫片层15。Outrigger plates are provided on both sides of the lower part of the
在固定支撑装置100开口一侧设置有用于防尘的遮尘罩500,三面围护板3由三块钢板焊接而成,各个钢板中部设置有与遮尘罩500相接的连接扣10。A
SMA丝12常温状态为奥氏体,利用常温下奥氏体SMA丝的相变伪弹性提供阻尼,达到消能减震的目的。The
滑块300位于下限位板2上,丝-钢索连接装置400中SMA丝12的预拉反力由挡板7提供,预拉后滑块300与挡板7紧贴。The sliding
以一次循环为例来说明该SMA复合悬摆减震装置:当地震作用较小时,质量振子不与滑块接触,可以自由摆动,通过刚性固定支撑装置将反向的惯性力作用于结构之上;当塔身受地震影响较大时,质量振子与滑块一起运动,若结构向右振动时,质量振子将向左摆动,并带动滑块整体向右侧方运动,拉动右侧方的SMA丝产生相对位移,此时左侧的SMA丝仍处于静止状态,当质量振子恢复到平衡位置时,SMA丝回到初始预拉状态,右侧方的SMA丝经历了一个耗能循环过程,形成比较饱满的滞回曲线,实现了对结构的消能减震,同时质量振子的惯性力通过钢索反作用到结构上,对结构的地震响应产生抑制作用,从而使结构的地震响应得到衰减。同理,质量振子向其他方向运动时的原理相同。本发明制作简单、布置方便灵活、遵守古建保护”修旧如旧”的原则,并可有效地减小古塔结构的地震响应。Take one cycle as an example to illustrate the SMA composite suspension damping device: when the seismic action is small, the mass oscillator does not contact the slider and can swing freely, and the reverse inertial force acts on the structure through the rigid fixed support device ; When the tower body is greatly affected by the earthquake, the mass vibrator and the slider move together. If the structure vibrates to the right, the mass vibrator will swing to the left and drive the slider to move to the right as a whole, pulling the SMA wire on the right. A relative displacement occurs. At this time, the SMA wire on the left is still in a static state. When the mass oscillator returns to the equilibrium position, the SMA wire returns to the initial pre-tensioned state. The SMA wire on the right undergoes an energy consumption cycle process, forming a comparison The full hysteresis curve realizes the energy dissipation and shock absorption of the structure. At the same time, the inertial force of the mass oscillator acts on the structure through the steel cable, which inhibits the seismic response of the structure, so that the seismic response of the structure is attenuated. In the same way, the principle is the same when the mass oscillator moves in other directions. The invention is simple in manufacture, convenient and flexible in arrangement, abides by the principle of "repairing the old as old" for ancient building protection, and can effectively reduce the earthquake response of the ancient pagoda structure.
以上所述的具体实施实例仅仅是对本专利的式例性说明,并非对本专利的范围进行限定,在不脱离本专利设计精神的前提下,本领域普通技术人员对本专利技术方案做出的各种变形和改进,均落入本专利权利要求数确定的保护范围内。The specific implementation examples described above are only illustrative of the formula of this patent, and do not limit the scope of this patent. Without departing from the design spirit of this patent, those of ordinary skill in the art can make various Variations and improvements all fall within the scope of protection determined by the claims of this patent.
Claims (10)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910887694.8A CN110700429A (en) | 2019-09-19 | 2019-09-19 | A kind of SMA composite universal suspension damping device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910887694.8A CN110700429A (en) | 2019-09-19 | 2019-09-19 | A kind of SMA composite universal suspension damping device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN110700429A true CN110700429A (en) | 2020-01-17 |
Family
ID=69195685
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910887694.8A Pending CN110700429A (en) | 2019-09-19 | 2019-09-19 | A kind of SMA composite universal suspension damping device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN110700429A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112282473A (en) * | 2020-10-29 | 2021-01-29 | 北京工业大学 | A shape memory alloy semi-active tuned mass damper |
CN115903007A (en) * | 2022-12-27 | 2023-04-04 | 中国地质调查局油气资源调查中心 | Three-dimensional earthquake physical simulation data acquisition device |
Citations (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0428239A2 (en) * | 1989-10-18 | 1991-05-22 | Mitsubishi Jukogyo Kabushiki Kaisha | Dynamic damper and method for detecting malfunction of a dynamic damper |
JPH11159191A (en) * | 1997-11-25 | 1999-06-15 | Toshiba Corp | Damper |
JPH11270176A (en) * | 1998-03-24 | 1999-10-05 | East Japan Railway Co | Seismic isolation method for hanging structures |
CN101575883A (en) * | 2009-06-02 | 2009-11-11 | 同济大学 | Energy-consuming shock absorber |
CN101705722A (en) * | 2009-05-07 | 2010-05-12 | 上海英谷桥梁科技有限公司 | Damping and tensile support with double curved surface |
CN201730373U (en) * | 2010-05-14 | 2011-02-02 | 北京工业大学 | Damping system for pull ropes at top part of building structure |
US20140147656A1 (en) * | 2012-11-27 | 2014-05-29 | GM Global Technology Operations LLC | Apparatuses including hollow shape memory alloy particles |
CN104594520A (en) * | 2015-01-13 | 2015-05-06 | 山东大学 | Multi-dimensional adjustable collision energy dissipation device |
CN205421587U (en) * | 2016-03-07 | 2016-08-03 | 山东大学 | Anti torsional damper of multidimension |
CN106320558A (en) * | 2016-10-26 | 2017-01-11 | 山东大学 | Mixed type multi-dimensional and multi-level energy dissipation device |
CN206289768U (en) * | 2016-12-12 | 2017-06-30 | 西京学院 | The compound damping device that dangles of one kind |
CN206337879U (en) * | 2016-12-21 | 2017-07-18 | 西京学院 | A kind of compound TMD energy-consumption shock-absorption devices |
CN107338885A (en) * | 2017-08-24 | 2017-11-10 | 沈阳建筑大学 | A kind of power transmission tower shock absorber and its preparation and application |
CN206752729U (en) * | 2017-06-05 | 2017-12-15 | 山东大学 | A kind of multidimensional resistance dissipative damping device |
CN206815928U (en) * | 2017-05-08 | 2017-12-29 | 山东大学 | Suspension type multidimensional multistage energy by collision damper |
CN207846738U (en) * | 2018-01-19 | 2018-09-11 | 西京学院 | One kind being based on SMA tuned mass dampers |
CN208023766U (en) * | 2018-02-25 | 2018-10-30 | 西京学院 | A kind of outstanding swinging type mass friction energy consuming device |
CN208329244U (en) * | 2017-11-06 | 2019-01-04 | 长安大学 | A kind of Self-resetting frcition damper |
CN109610672A (en) * | 2019-02-01 | 2019-04-12 | 青岛理工大学 | Suspension type composite tuning rotary inertia driving control system |
-
2019
- 2019-09-19 CN CN201910887694.8A patent/CN110700429A/en active Pending
Patent Citations (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0428239A2 (en) * | 1989-10-18 | 1991-05-22 | Mitsubishi Jukogyo Kabushiki Kaisha | Dynamic damper and method for detecting malfunction of a dynamic damper |
JPH11159191A (en) * | 1997-11-25 | 1999-06-15 | Toshiba Corp | Damper |
JPH11270176A (en) * | 1998-03-24 | 1999-10-05 | East Japan Railway Co | Seismic isolation method for hanging structures |
CN101705722A (en) * | 2009-05-07 | 2010-05-12 | 上海英谷桥梁科技有限公司 | Damping and tensile support with double curved surface |
CN101575883A (en) * | 2009-06-02 | 2009-11-11 | 同济大学 | Energy-consuming shock absorber |
CN201730373U (en) * | 2010-05-14 | 2011-02-02 | 北京工业大学 | Damping system for pull ropes at top part of building structure |
US20140147656A1 (en) * | 2012-11-27 | 2014-05-29 | GM Global Technology Operations LLC | Apparatuses including hollow shape memory alloy particles |
CN104594520A (en) * | 2015-01-13 | 2015-05-06 | 山东大学 | Multi-dimensional adjustable collision energy dissipation device |
CN205421587U (en) * | 2016-03-07 | 2016-08-03 | 山东大学 | Anti torsional damper of multidimension |
CN106320558A (en) * | 2016-10-26 | 2017-01-11 | 山东大学 | Mixed type multi-dimensional and multi-level energy dissipation device |
CN206289768U (en) * | 2016-12-12 | 2017-06-30 | 西京学院 | The compound damping device that dangles of one kind |
CN206337879U (en) * | 2016-12-21 | 2017-07-18 | 西京学院 | A kind of compound TMD energy-consumption shock-absorption devices |
CN206815928U (en) * | 2017-05-08 | 2017-12-29 | 山东大学 | Suspension type multidimensional multistage energy by collision damper |
CN206752729U (en) * | 2017-06-05 | 2017-12-15 | 山东大学 | A kind of multidimensional resistance dissipative damping device |
CN107338885A (en) * | 2017-08-24 | 2017-11-10 | 沈阳建筑大学 | A kind of power transmission tower shock absorber and its preparation and application |
CN208329244U (en) * | 2017-11-06 | 2019-01-04 | 长安大学 | A kind of Self-resetting frcition damper |
CN207846738U (en) * | 2018-01-19 | 2018-09-11 | 西京学院 | One kind being based on SMA tuned mass dampers |
CN208023766U (en) * | 2018-02-25 | 2018-10-30 | 西京学院 | A kind of outstanding swinging type mass friction energy consuming device |
CN109610672A (en) * | 2019-02-01 | 2019-04-12 | 青岛理工大学 | Suspension type composite tuning rotary inertia driving control system |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112282473A (en) * | 2020-10-29 | 2021-01-29 | 北京工业大学 | A shape memory alloy semi-active tuned mass damper |
CN112282473B (en) * | 2020-10-29 | 2022-05-17 | 北京工业大学 | Shape memory alloy semi-active tuned mass damper |
CN115903007A (en) * | 2022-12-27 | 2023-04-04 | 中国地质调查局油气资源调查中心 | Three-dimensional earthquake physical simulation data acquisition device |
CN115903007B (en) * | 2022-12-27 | 2023-11-10 | 中国地质调查局油气资源调查中心 | Three-dimensional earthquake physical simulation data acquisition device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102605872B (en) | Swinging type self-centering steel frame and concrete shear wall anti-seismic system | |
CN110700429A (en) | A kind of SMA composite universal suspension damping device | |
CN106017572B (en) | A sensor arrangement method for on-line monitoring of the health status of a ship lock miter door | |
WO2020155632A1 (en) | Suspended composite tuned rotational inertia drive control system | |
CN211548161U (en) | SMA universal suspension damping device for building | |
CN107190877A (en) | A kind of structures with semi-rigid joints friction energy dissipation device | |
CN110725557A (en) | SMA (shape memory alloy) composite suspended pendulum damping device for historical buildings | |
CN206708696U (en) | Shear the antidetonation finished product suspension and support of structure | |
CN109811640B (en) | A two-stage buffer limit shock isolation device | |
CN107700675A (en) | The precast concrete system of out-hung panel containing damping | |
CN211548160U (en) | SMA suspension pendulum damping device for building | |
CN111945912A (en) | An integrally replaceable U-shaped damper with waveform energy dissipating parts | |
CN207469506U (en) | Friction-pendulum shock-insulation support based on fiber concrete material | |
CN204575285U (en) | A kind of underwater seismic simulating vibration table array | |
CN103821258B (en) | The steel plate shear force wall that a kind of tensile force of belt supports | |
CN106702886B (en) | A kind of stiffness variable particle damping device suitable for bridge | |
Matale et al. | Experimental and numerical study of a plasterboard suspended ceiling system with “free” perimeter supports | |
CN206737531U (en) | A kind of spring vibration isolation structure for low layer masonry structure building | |
JP6541135B2 (en) | Sliding door structure and shelter | |
CN103374983A (en) | Glass connection device | |
CN103255706B (en) | Double-freedom-degree energy absorption type girder-falling-resisting device | |
CN205189126U (en) | Novel vertical isolation bearing of band stop buddhist nun | |
CN104612292A (en) | Hanging plate type earthquake reduction envelope structure of frame type structure building | |
CN203129351U (en) | Combined vibration reducing device | |
CN211948763U (en) | A drainage pipe reinforcement structure for water conservancy and hydropower projects |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200117 |