Omni-directional variable parameter eddy current tuned mass damper

Abstract

The application provides an omnidirectional variable parameter eddy current tuned mass damper, and relates to the technical field of engineering structure damping, which comprises a support shell, a track guiding system, a counterweight mass system, an eddy current damping system, a spring system and a limiting buffer system; the support shell is used for bearing the tuned mass damper system and is fixed to a building; the track guiding system is used for supporting and guiding the eddy current damping system and the counterweight mass system; the number of counterweight mass plates in the counterweight mass system is adjustable; the eddy current damping system comprises a magnet steel, a conductor plate and an energy storage device and the like components, vibration mechanical energy is converted into electric energy by cutting magnetic induction lines of the conductor plate in a magnetic field, and the electric energy is stored; the spring system is used for buffering the counterweight mass system; the limiting buffer system is arranged at the end of the track guiding system, and extreme movement of the counterweight mass system is limited to prevent equipment damage. The application controls vibration amplitude and vibration frequency in multiple dimensions, and can also realize energy recycling.

Description

Technical Field

[0001] This invention relates to the field of vibration reduction technology for engineering structures, and in particular to an omnidirectional variable parameter eddy current tuned mass damper. Background Technology

[0002] The omnidirectional variable parameter eddy current tuned mass damper is an innovative device applied in the field of vibration reduction technology for engineering structures. Utilizing the principle of eddy currents and a variable parameter design, it can achieve multi-directional tuned vibration control and possesses energy recovery capabilities. Traditional tuned mass dampers generally employ linear dampers and liquid dampers, which have many limitations and shortcomings in terms of vibration reduction effect, energy recovery, and maintenance costs.

[0003] In existing technologies, tuned mass dampers typically use liquid or friction damping and employ a fixed, rigid design, which has many drawbacks. Traditional tuned mass dampers are usually designed for vibrations at specific frequencies, and their vibration reduction effect may be poor at other frequencies, limiting their adaptability. The energy dissipation of traditional tuned mass dampers mainly relies on mechanical friction and liquid viscosity, which are inefficient and cannot achieve efficient energy recovery and reuse. Parameter adjustment of traditional dampers usually requires manual or mechanical adjustment, which is complex and time-consuming. Furthermore, some liquid dampers require periodic liquid replacement, increasing maintenance costs and workload. Summary of the Invention

[0004] The purpose of this invention is to provide an omnidirectional variable parameter eddy current tuned mass damper that can achieve functions such as omnidirectional vibration reduction and natural frequency adjustment. At the same time, the energy storage device can store the electrical energy generated in the eddy current damping system, realizing energy recovery and utilization.

[0005] An omnidirectional variable parameter eddy current tuned mass damper includes: a supporting shell, a track guiding system, a counterweight mass system, an eddy current damping system, a spring system, and a limiting buffer system;

[0006] The supporting shell includes a shell support base and a shell top cover plate. The shell support base is fixedly connected to the building, and the shell top cover plate and the shell support base are fixedly connected to form a hollow structure.

[0007] The track guiding system includes a first track guiding module and a second track guiding module; the second track guiding module is fixedly connected to the outer shell support base, and the first track guiding module is fixedly connected to the outer shell upper cover plate;

[0008] The counterweight mass system is based on a sliding connection between the track slider and the second track guide module; the counterweight mass system includes a plurality of counterweight mass plates;

[0009] The eddy current damping system comprises a first transverse eddy current damping module, a second transverse eddy current damping module, a first longitudinal eddy current damping module, a second longitudinal eddy current damping module, a first transverse magnetic steel module, a second transverse magnetic steel module, a first longitudinal magnetic steel module and a second longitudinal magnetic steel module.

[0010] The first transverse eddy current damping module comprises a first support plate, a first transverse damping plate and a first transverse fixed base; the first transverse magnetic steel module is fixed on the middle partition plate of the second track guiding module through the first support plate; the first transverse damping plate is fixedly connected with the counterweight mass system through the first transverse fixed base; and the second transverse eddy current damping module is fixedly connected with the middle partition plate and the counterweight mass system respectively.

[0011] The first longitudinal eddy current damping module comprises a support clamp plate, a first longitudinal damping plate and a first longitudinal fixed base; the first longitudinal magnetic steel module is connected with the first track guiding module through the support clamp plate and a track sliding block; the first longitudinal damping plate is fixedly connected with the counterweight mass system through the first longitudinal fixed base; and the second longitudinal eddy current damping module is connected with the first track guiding module and the counterweight mass system respectively.

[0012] The spring system comprises a vertical telescopic damping spring guiding rod group, a horizontal telescopic damping spring guiding rod group, a vertical outer sleeve spring, a horizontal outer sleeve spring, a spring group bottom plate and a spring connecting plate.

[0013] The vertical outer sleeve spring is sleeved on the first end of the vertical telescopic damping spring guiding rod group; the first end of the vertical telescopic damping spring guiding rod group is fixedly connected with the spring group bottom plate; and the second end of the vertical telescopic damping spring guiding rod group is fixed with the counterweight mass system through a nut.

[0014] The horizontal outer sleeve spring is sleeved on the first end of the horizontal telescopic damping spring guiding rod group; the first end of the horizontal telescopic damping spring guiding rod group is fixedly connected with the spring connecting plate; and the second end of the horizontal telescopic damping spring guiding rod group is fixedly connected with the middle partition plate.

[0015] The limiting buffer system comprises a plurality of limiting buffer blocks which are distributed at the end of the first track guiding module and the end of the second track guiding module.

[0016] Preferably, the second track guiding module comprises an upper track module, a lower track module and a middle partition plate.

[0017] The upper track module and the lower track module are perpendicular to each other; and the middle partition plate is connected with the lower track module through a track sliding block.

[0018] The track in the upper track module is fixed on the middle partition plate.

[0019] Preferably, the first transverse magnetic steel module comprises a first transverse magnetic steel, a first transverse magnetic shielding plate, a first transverse one-type magnetic steel fixing plate and a first transverse two-type magnetic steel fixing plate.

[0020] The first transverse magnetic steel is fixed on the first transverse one-type magnetic steel fixing plate and the first transverse two-type magnetic steel fixing plate through the first transverse magnetic shielding plate, and the first transverse one-type magnetic steel fixing plate and the first transverse two-type magnetic steel fixing plate are fixed on the first support plate.

[0021] Preferably, the first longitudinal magnetic steel module comprises a first longitudinal magnetic steel, a first longitudinal magnetic shielding plate, a first longitudinal magnetic steel fixing plate, a sliding limiting device and a support clamping plate.

[0022] The first longitudinal magnetic steel and the sliding limiting device are both fixed on the first longitudinal magnetic steel fixing plate through the first longitudinal magnetic shielding plate, and the first longitudinal magnetic steel fixing plate is fixed on the first track guide module through the support clamping plate and a track sliding block.

[0023] Preferably, the first transverse damping plate is provided with a transverse coil, and the first longitudinal damping plate is provided with a longitudinal coil.

[0024] Preferably, grooves are opened on both sides of the first longitudinal damping plate, screw holes are arranged in the grooves, and the first longitudinal fixed base is embedded and attached to the first longitudinal damping plate from the back.

[0025] Preferably, the vertical telescopic damping spring guide rod group comprises four vertical telescopic damping spring guide rods.

[0026] The first ends of the four vertical telescopic damping spring guide rods are each sleeved with the vertical outer sleeve spring, and the first ends of the four vertical telescopic damping spring guide rods are distributed at the four corners of the spring group bottom plate.

[0027] The second ends of the four vertical telescopic damping spring guide rods are each fixed with the counterweight mass system through a nut.

[0028] Preferably, the horizontal telescopic damping spring guide rod group comprises twelve horizontal telescopic damping spring guide rods, and each six is a group distributed in an upper horizontal plane and a lower horizontal plane, and the two groups of horizontal telescopic damping spring guide rod groups are perpendicular to each other.

[0029] The spring connecting plate comprises a lower spring connecting plate and an upper spring connecting plate.

[0030] The first end of the six horizontal telescopic damping spring guide rods in the lower horizontal plane is sleeved with the horizontal outer sleeve spring; the first end of the six horizontal telescopic damping spring guide rods in the lower horizontal plane is fixed on the lower layer spring connecting plate through the guide rod ear plate; and the second end of the six horizontal telescopic damping spring guide rods in the lower horizontal plane is fixed on the intermediate partition plate.

[0031] The first end of the six horizontal telescopic damping spring guide rods in the upper horizontal plane is sleeved with the horizontal outer sleeve spring; the first end of the six horizontal telescopic damping spring guide rods in the upper horizontal plane is fixed on the upper layer spring connecting plate through the guide rod ear plate; and the second end of the six horizontal telescopic damping spring guide rods in the upper horizontal plane is fixed on the spring group bottom plate through the guide rod base.

[0032] The effects of the present application are as follows:

[0033] 1、The omnidirectional variable parameter eddy current tuned mass damper of the present application adopts a multi-layer space track guiding structure, which can provide damping effect in multiple directions such as the vertical direction and the horizontal direction of the structure, better cope with multi-dimensional vibration, and effectively control the vibration amplitude and vibration frequency of the structure.

[0034] 2、The omnidirectional variable parameter eddy current tuned mass damper of the present application utilizes eddy current tuning technology to convert the mechanical energy of structural vibration into electrical energy, which is stored in an energy storage module for recycling. This energy recovery method can improve the energy utilization efficiency of the system, reduce energy consumption, and has good energy-saving effect.

[0035] 3、The omnidirectional variable parameter eddy current tuned mass damper of the present application adopts variable parameter design, which can adjust and control the eddy current damping force by adjusting the number of magnetic steel, the interval of damping plate, etc. At the same time, by adjusting the mechanical structure parameters such as the number of counterweight mass plates, the overall mass of the eddy current tuned mass damper can be changed. The variable parameter design enables the eddy current tuned mass damper to adjust its natural frequency according to the actual vibration characteristics, providing more accurate and efficient damping effect.

[0036] 4、The omnidirectional variable parameter eddy current tuned mass damper of the present application optimizes the structure of the traditional tuned mass damper by applying eddy current damping technology, has the characteristics of compact structure and small size, and is suitable for various space-limited engineering structures. Its installation is relatively simple, and can be flexibly installed and arranged according to actual needs without the need for substantial modification of the original structure.

[0037] 5、The omnidirectional variable parameter eddy current tuned mass damper of the present application has the dual advantages of electromagnetic damping characteristics and mass damping characteristics, and therefore has good stability and reliability in controlling structural vibration.

[0038] 6、The omnidirectional variable parameter eddy current tuned mass damper of the present application uses eddy current damping to replace viscous damping or friction damping, has a longer service life, and does not need to replace oil frequently, thereby reducing maintenance cost. BRIEF DESCRIPTION OF DRAWINGS

[0039] Figure 1 is a whole structure diagram of the omnidirectional variable parameter eddy current tuned mass damper of the present application;

[0040] Figure 2 is a front view of the omnidirectional variable parameter eddy current tuned mass damper of the present application;

[0041] Figure 3 is a side view of the omnidirectional variable parameter eddy current tuned mass damper of the present application;

[0042] Figure 4 is an isometric view of the first transverse magnetic steel module of the present application;

[0043] Figure 5 is a front view of the first longitudinal magnetic steel module of the present application;

[0044] Figure 6 is a front view of the first longitudinal damping plate of the present application;

[0045] Figure 7 is a front view of the first transverse damping plate of the present application;

[0046] Figure 8 is a front view of the first vertical telescopic damping spring guide rod of the present application;

[0047] Figure 9 is a front view of the first horizontal telescopic damping spring guide rod of the present application.

[0048] In the figure: 1, support shell; 2, track guiding system; 3, counterweight mass system; 4, eddy current damping system; 5, spring system; 6, limit buffer system; 11, shell support seat; 12, shell upper cover plate; 21, first track guiding module; 22, second track guiding module; 23, track slider; 24, middle partition plate; 31, counterweight mass plate; 41, first transverse eddy current damping module; 42, second transverse eddy current damping module; 43, first longitudinal eddy current damping module; 44, second longitudinal eddy current damping module; 45, first transverse magnetic steel module; 46, second transverse magnetic steel module; 47, first longitudinal magnetic steel module; 48, second longitudinal magnetic steel module; 49, energy storage device; 51, vertical telescopic damping spring guiding rod; 52, horizontal telescopic damping spring guiding rod; 53, vertical outer sleeve spring; 54, horizontal outer sleeve spring; 55, spring group bottom plate; 61, limit buffer block; 411, first support plate; 412, first transverse damping plate; 413, first transverse fixed base; 431, first longitudinal damping plate; 432, first longitudinal fixed base; 451, first transverse magnetic steel; 452, first transverse magnetic shielding steel plate; 453, first transverse type 1 magnetic steel fixed plate; 454, first transverse type 2 magnetic steel fixed plate; 471, first longitudinal magnetic steel; 472, first longitudinal magnetic shielding steel plate; 473, first longitudinal magnetic steel fixed plate; 474, sliding limit device; 475, support clamping plate; 511, first telescopic piston rod; 512, first telescopic rod shell; 513, first spring jacking disc; 514, threaded rod; 515, spring jacking disc; 521, second telescopic piston rod; 522, second telescopic rod shell; 523, second spring jacking disc; 524, guiding rod ear plate; 561, spring connecting plate; 562, spring connecting plate; 4131, transverse gap adjusting gasket; 4121, transverse coil; 4311, longitudinal coil; 4741, limit ball; 4742, shell; 4743, limit cover plate; 4744, support spring; 4745, ball support plate; 4746, adjusting gasket. DETAILED DESCRIPTION

[0049] Hereinafter, the embodiments of the present application will be described with reference to the accompanying drawings.

[0050] Figure 1 is the overall structure diagram of the omnidirectional variable parameter eddy current tuned mass damper of the present application. As shown in Figure 1 the present application provides an omnidirectional variable parameter eddy current tuned mass damper, which comprises a support shell, a track guiding system, an eddy current damping system, a spring system and a limit buffer system.

[0051] The support shell 1 comprises a shell support base 11 fixed to the building and a shell upper cover plate 12 fixed to the shell support base 11 to form a hollow structure. In this embodiment, the shell support base 11 is integrally formed.

[0052] The track guide system 2 is fixed to the support shell 1. The track guide system 2 comprises a first track guide module 21, a second track guide module 22 and a track slider 23 slidable along the track guide system, as shown in Figure 2 The first track guide module 21 is fixed below the shell upper cover plate 12 by bolts, and the second track guide module 22 is fixed above the shell support base 11 by bolts.

[0053] As shown in Figure 2 The counterweight mass system 3 is fixed to the second track guide module 22, and the counterweight mass system 3 comprises a number of adjustable counterweight mass plates 31.

[0054] As shown in Figure 2 and Figure 3 The eddy current damping system 4 is bidirectionally distributed, and the eddy current damping system 4 comprises a first transverse eddy current damping module 41, a second transverse eddy current damping module 42, a first longitudinal eddy current damping module 43, a second longitudinal eddy current damping module 44, a first transverse magnetic steel module 45, a second transverse magnetic steel module 46, a first longitudinal magnetic steel module 47 and a second longitudinal magnetic steel module 48.

[0055] Taking the first transverse eddy current damping module 41 as an example, the first transverse eddy current damping module 41 comprises a first support plate 411, a first transverse damping plate 412 and a first transverse fixed base 413; the first transverse magnetic steel module 45 is fixed to the intermediate partition plate 24 through the first support plate 411, and the first transverse damping plate 412 is fixed to the counterweight mass system 3 through the first transverse fixed base 413.

[0056] Taking the first longitudinal eddy current damping module 43 as an example, the first longitudinal eddy current damping module 43 comprises a support clamp plate 475, a first longitudinal damping plate 431 and a first longitudinal fixed base 432; the first longitudinal magnetic steel module 47 is connected to the first track guide module 21 through the support clamp plate 475, and the first longitudinal damping plate 431 is fixed to the counterweight mass system 3 through the first longitudinal fixed base 432. The damping plates in the eddy current damping system 4 can move relative to the magnetic steel modules to cut the magnetic induction lines when the counterweight mass plates 31 vibrate, thereby providing damping force and generating electric current.

[0057] As shown in Figure 2As shown, the spring system 5 includes vertical telescopic damping spring guide rods 51, horizontal telescopic damping spring guide rods 52, vertical outer sleeve springs 53, horizontal outer sleeve springs 54, a spring group bottom plate 55 for fixing the vertical telescopic damping spring guide rods 51, and a spring connecting plate for connecting and fixing the horizontal telescopic damping spring guide rods 52. The vertical outer sleeve springs 53 and the horizontal outer sleeve springs 54 respectively reciprocate along the vertical telescopic damping spring guide rods 51 and two groups of horizontal telescopic damping spring guide rods 52 perpendicular to each other, deform under tension and compression, thereby slowing down the vibration of the counterweight mass system 3. The spring system 5 and the track guiding system 2 jointly support the spatial omnidirectional movement of the counterweight mass system 3. The counterweight mass system 3 is connected with the vertical telescopic damping spring guide rods 51, and its lower end is supported by the vertical spring 53, and its upper end is fastened by a nut.

[0058] As shown in Figure 2 The limiting buffer system 6 includes a plurality of limiting buffer blocks 61, which are distributed at the ends of the first track guiding module 21 and the ends of the second track guiding module 22. When the track slider 23 reaches the limit position of the track, it collides with the limiting buffer block 61 to absorb energy, thereby avoiding damage to the entire mass tuning damping system.

[0059] As shown in Figure 3 The second track guiding module 22 further includes an upper track module, a lower track module, and a middle partition plate 24. The upper track module and the lower track module are perpendicular to each other, and the middle partition plate 24 is connected with the lower track module through the track slider 23, and the track in the upper track module is fixed on the middle partition plate 24. The track sliders of the upper track module and the lower track module move independently, thereby realizing the omnidirectional movement of the counterweight mass system 3 in the horizontal plane.

[0060] As shown in Figure 4 The transverse magnetic steel module takes the first transverse magnetic steel module 45 as an example. The first transverse magnetic steel module 45 includes a first transverse magnetic steel 451, a first transverse magnetic shielding steel plate 452, a first transverse one-type magnetic steel fixing plate 453, and a first transverse two-type magnetic steel fixing plate 454. The first transverse magnetic steel 451 is fixed on the first transverse one-type magnetic steel fixing plate 453 and the first transverse two-type magnetic steel fixing plate 454 through the first transverse magnetic shielding steel plate 452, and the first transverse one-type magnetic steel fixing plate 453 and the first transverse two-type magnetic steel fixing plate 454 are fixed on the first support plate 411.

[0061] As shown in Figure 5As shown, the longitudinal magnetic steel module takes the first longitudinal magnetic steel module 47 as an example, the first longitudinal magnetic steel module 47 includes the first longitudinal magnetic steel 471, the first longitudinal magnetic steel fixed plate 473, the first longitudinal magnetic steel 471 and the sliding limiting device 474 are fixed on the first longitudinal magnetic steel fixed plate 473 through the first longitudinal magnetic steel plate 472, and the first longitudinal magnetic steel fixed plate 473 is fixed on the rail slider 23 of the first rail guide module 21 through the support clamping plate 475.

[0062] As shown in the figure, Figure 5 The sliding limiting device 474 includes the limiting ball 4741, the shell 4742, the limiting cover plate 4743, the support spring 4744, the ball support plate 4745 and the adjusting washer 4746, the sliding limiting device 474 is installed in the first longitudinal magnetic steel plate 472, can effectively prevent the magnetic steel distributed around from affecting the internal parts of the sliding limiting device 474, and the sliding limiting device 474 can adjust the distance between the magnetic steel and the first longitudinal damping plate 431 by increasing or decreasing the number of adjusting washers 4746, so as to adjust the size of the eddy current damping force.

[0063] As shown in the figure, Figure 3 The first transverse fixed base 413 can adjust the distance between the first transverse one-type magnetic steel fixed plate 453 and the first transverse two-type magnetic steel fixed plate 454 and the first transverse damping plate 412 by adding the transverse gap adjusting washer 4131, so as to adjust the size of the eddy current damping force.

[0064] As shown in the figure, Figure 7 The first transverse damping plate 412 and the first longitudinal damping plate 431 are respectively provided with the transverse coil 4121 and the longitudinal coil 4311, currents are generated in the magnetic field by the movement of the damping plate cutting the magnetic induction lines, and the electric energy is stored through the energy storage device 49 for other use.

[0065] As shown in the figure, Figure 6 The first longitudinal fixed base 432 is embedded and attached to the first longitudinal damping plate 431 from the back through the groove, so as to ensure that the surface of the first longitudinal damping plate 431 close to the first longitudinal magnetic steel fixed plate 473 is smooth, so that the ball 4741 of the sliding limiting device 474 can contact the first longitudinal damping plate 431 without obstacles.

[0066] As shown in the figure, Figure 2 The four vertical telescopic damping spring guide rods 51 are evenly distributed at the four corners of the spring group bottom plate 55, the first end of the vertical telescopic damping spring guide rod 51 is fixed through a stud, and the second end is fixed on the counterweight mass plate 31 through a nut, supporting the vertical movement of the counterweight mass system 3.

[0067] As shown in Figure 2 , there are twelve horizontal telescopic damping spring guide rods 52, six in each group, distributed in the upper and lower horizontal planes. The two groups of horizontal telescopic damping spring guide rods 52 are perpendicular to each other, and together support the omnidirectional movement of the spring system 5 in the horizontal plane. The first end of the lower horizontal telescopic damping spring guide rod 52 is fixed to the lower spring connecting plate 561 through the guide rod ear plate 524, and the second end of the lower horizontal telescopic damping spring guide rod 52 is fixed below the middle partition plate 24 through the guide rod base. The first end of the upper horizontal telescopic damping spring guide rod 52 is fixed to the upper spring connecting plate 562 through the guide rod ear plate, and the second end of the upper horizontal telescopic damping spring guide rod 52 is fixed to the spring group bottom plate 55 through the guide rod base.

[0068] As shown in Figure 8 , the vertical telescopic damping spring guide rod includes a first telescopic piston rod 511 and a first telescopic rod housing 512. The telescopic rod housing 512 has a rod cavity filled with silicone oil. When the telescopic piston rod 511 moves telescopically, it draws or pushes the silicone oil out of or into the oil storage cavity of the telescopic rod housing 512 through the oil valve, thereby generating a certain damping force. The first end of the vertical telescopic damping spring guide rod 51 is provided with a first spring clamping disc 513, and the second end of the vertical telescopic damping spring guide rod 51 is provided with a threaded rod 514.

[0069] As shown in Figure 9 , the horizontal telescopic damping spring guide rod 52 includes a second telescopic piston rod 521 and a second telescopic rod housing 522. The second telescopic rod housing 522 has a rod cavity filled with silicone oil. When the second telescopic piston rod 521 moves telescopically, it draws or pushes the silicone oil out of or into the oil storage cavity of the second telescopic rod housing 522 through the oil valve, thereby generating a certain damping force. Both ends of the horizontal telescopic damping spring guide rod 52 are provided with a second spring clamping disc 523 for clamping and fixing the spring.

[0070] As shown in Figure 2 , the first end of the vertical outer sleeve spring 53 is clamped in the end spring clamping disc 513 of the vertical telescopic damping spring guide rod 51, and the second end of the vertical outer sleeve spring 53 is clamped in the spring clamping disc 515 fixed to the four corners of the counterweight mass plate 31.

[0071] The omnidirectional variable parameter eddy current tuned mass damper according to the present application can provide electromagnetic damping and buffering to reduce the vibration of a building. The support shell 1 can fix the damper on the building and protect the internal structure, thereby avoiding the interference of the surrounding environment on the equipment inside to a certain extent. The track guiding system 2 can provide support for the equipment, the first track guiding module 21 provides guidance and support for the transverse movement of the first longitudinal magnetic steel fixing plate 473, and the second track guiding module 22 can support the horizontal omnidirectional movement of the counterweight mass system 3. The bidirectional distributed eddy current damping system 4 generates eddy current damping force through the relative movement between the longitudinal and transverse magnetic steel modules and the corresponding damping plates, thereby reducing the vibration of the counterweight mass system 3. The spring system 5 distributed in the second track guiding module 22 mainly consists of vertical telescopic damping spring guide rods 51, horizontal telescopic damping spring guide rods 52 and corresponding sleeve springs, wherein the horizontal telescopic damping spring guide rods 52 and the corresponding sleeve springs are evenly distributed in the upper and lower two layers of parallel track modules in the second track guiding module 22, thereby providing horizontal buffering for the counterweight mass system 3. Meanwhile, the horizontal telescopic damping spring guide rods 52 and the vertical telescopic damping spring guide rods 51 distributed on the spring group bottom plate 55 jointly act on the counterweight mass system 3 to provide spatial omnidirectional buffering for the counterweight mass system 3. The limiting and buffering system 6 is arranged at both ends of the guide rail of the track guiding system 2 to limit the extreme movement of the counterweight mass system 3 to prevent the equipment from being damaged by collision. Meanwhile, the energy storage device 49 can store the electrical energy generated in the eddy current damping system to realize energy recycling.

[0072] It should be noted that the directional terms or limiting terms "upper", "lower", etc. used in the present application are only for description purposes, and they are not used to limit the absolute position of the parts involved, but can be changed according to the specific situation.

[0073] In addition, the terms "first" and "second" used in the present application are only for description purposes, and cannot be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features limited by "first" and "second" can explicitly or implicitly include one or more of the features.

[0074] The above-described embodiments are only used to describe the preferred embodiments of the present application, and are not used to limit the scope of the present application. Without departing from the design spirit of the present application, various modifications and improvements to the technical solutions of the present application made by those skilled in the art shall fall within the protection scope of the present application.

Claims

1. An omnidirectional variable parameter eddy current tuned mass damper characterized by, It includes: Supporting shell, track guide system, counterweight mass system, eddy current damping system, spring system and limit buffer system; The supporting shell includes a shell supporting seat and a shell upper cover plate, the shell supporting seat is fixedly connected with a building, and the shell upper cover plate is fixedly connected with the shell supporting seat to form a hollow structure; The track guide system includes a first track guide module and a second track guide module; the second track guide module is fixedly connected with the shell supporting seat, and the first track guide module is fixedly connected with the shell upper cover plate; The counterweight mass system is slidably connected with the second track guide module based on a track slider; the counterweight mass system includes a plurality of counterweight mass plates; The eddy current damping system includes a first transverse eddy current damping module, a second transverse eddy current damping module, a first longitudinal eddy current damping module, a second longitudinal eddy current damping module, a first transverse magnetic steel module, a second transverse magnetic steel module, a first longitudinal magnetic steel module and a second longitudinal magnetic steel module; The first transverse eddy current damping module includes a first supporting plate, a first transverse damping plate and a first transverse fixed base; the first transverse magnetic steel module is fixed on the middle partition plate of the second track guide module through the first supporting plate, and the first transverse damping plate is fixedly connected with the counterweight mass system through the first transverse fixed base; the second transverse eddy current damping module is fixedly connected with the middle partition plate and the counterweight mass system respectively; The first longitudinal eddy current damping module includes a supporting clamp plate, a first longitudinal damping plate and a first longitudinal fixed base; the first longitudinal magnetic steel module is connected with the first track guide module through the supporting clamp plate and the track slider, the first longitudinal damping plate is fixedly connected with the counterweight mass system through the first longitudinal fixed base; and the second longitudinal eddy current damping module is connected with the first track guide module and the counterweight mass system respectively; The spring system includes a vertical telescopic damping spring guide rod group, a horizontal telescopic damping spring guide rod group, a vertical outer sleeve spring, a horizontal outer sleeve spring, a spring group bottom plate and a spring connecting plate; The vertical outer sleeve spring is sleeved on the first end of the vertical telescopic damping spring guide rod group, the first end of the vertical telescopic damping spring guide rod group is fixedly connected with the spring group bottom plate, and the second end of the vertical telescopic damping spring guide rod group is fixed with the counterweight mass system through a nut; The horizontal outer sleeve spring is sleeved on the first end of the horizontal telescopic damping spring guide rod group, the first end of the horizontal telescopic damping spring guide rod group is fixedly connected with the spring connecting plate, and the second end of the horizontal telescopic damping spring guide rod group is fixedly connected with the middle partition plate; The limit buffer system includes a plurality of limit buffer blocks, and the plurality of limit buffer blocks are distributed at the end of the first track guide module and the end of the second track guide module.

2. The omni-directional variable parameter eddy current tuned mass damper of claim 1, wherein, The second track guide module includes an upper track module, a lower track module and a middle partition plate; The upper track module and the lower track module are perpendicular to each other; and the middle partition plate is connected with the lower track module through a track slider. The track in the upper track module is fixed on the middle partition plate.

3. The omni-directional variable parameter eddy current tuned mass damper of claim 1, wherein, The first transverse magnetic steel module comprises a first transverse magnetic steel, a first transverse magnetic shielding plate, a first transverse one-type magnetic steel fixing plate and a first transverse two-type magnetic steel fixing plate. The first transverse magnetic steel is fixed on the first transverse one-type magnetic steel fixing plate and the first transverse two-type magnetic steel fixing plate through the first transverse magnetic shielding plate, and the first transverse one-type magnetic steel fixing plate and the first transverse two-type magnetic steel fixing plate are fixed on the first support plate.

4. The omni-directional variable parameter eddy current tuned mass damper of claim 1, wherein, The first longitudinal magnetic steel module comprises a first longitudinal magnetic steel, a first longitudinal magnetic shielding plate, a first longitudinal magnetic steel fixing plate, a sliding limiting device and a support clamping plate. The first longitudinal magnetic steel and the sliding limiting device are both fixed on the first longitudinal magnetic steel fixing plate through the first longitudinal magnetic shielding plate, and the first longitudinal magnetic steel fixing plate is fixed on the first track guide module through the support clamping plate and a track sliding block.

5. The omni-directional variable parameter eddy current tuned mass damper of claim 1, wherein, The first transverse damping plate is provided with a transverse coil, and the first longitudinal damping plate is provided with a longitudinal coil.

6. The omni-directional variable parameter eddy current tuned mass damper of claim 1, wherein, Grooves are formed on both sides of the first longitudinal damping plate, and threaded holes are arranged in the grooves, and the first longitudinal fixing base is embedded and attached to the first longitudinal damping plate from the back surface through the grooves.

7. The omni-directional variable parameter eddy current tuned mass damper of claim 1, wherein, The vertical telescopic damping spring guide rod group comprises four vertical telescopic damping spring guide rods. The first ends of the four vertical telescopic damping spring guide rods are sleeved with the vertical outer sleeve springs, and the first ends of the four vertical telescopic damping spring guide rods are distributed at four corners of the spring group bottom plate. The second ends of the four vertical telescopic damping spring guide rods are fixed with the counterweight mass system through nuts.

8. The omni-directional variable parameter eddy current tuned mass damper of claim 1, wherein, The horizontal telescopic damping spring guide rod group comprises twelve horizontal telescopic damping spring guide rods, and each six horizontal telescopic damping spring guide rods are distributed in an upper horizontal plane and a lower horizontal plane, and the two groups of horizontal telescopic damping spring guide rod groups are perpendicular to each other. The spring connecting plate comprises a lower spring connecting plate and an upper spring connecting plate. The first ends of the six horizontal telescopic damping spring guide rods in the lower horizontal plane are sleeved with the horizontal outer sleeve springs, the first ends of the six horizontal telescopic damping spring guide rods in the lower horizontal plane are fixed on the lower spring connecting plate through guide rod ear plates, and the second ends of the six horizontal telescopic damping spring guide rods in the lower horizontal plane are fixed on the middle partition plate. The first ends of the six horizontal telescopic damping spring guide rods in the upper horizontal plane are sleeved with the horizontal outer sleeve springs, the first ends of the six horizontal telescopic damping spring guide rods in the upper horizontal plane are fixed on the upper spring connecting plate through guide rod ear plates, and the second ends of the six horizontal telescopic damping spring guide rods in the upper horizontal plane are fixed on the spring group bottom plate through guide rod bases.

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