Background
In order to reduce environmental vibration noise caused by subway operation, a large number of damping rails are adopted in urban rails, wherein the best damping effect is a steel spring floating slab rail. However, researches show that the steel spring floating plate rail has obvious vibration damping effect on the vibration in the conventional frequency band above 20Hz, but the vibration damping effect is not ideal for the low-frequency vibration of the subway, and the vibration component amplification phenomenon can even occur in the low-frequency band.
The low-frequency part in the vibration has strong capability of penetrating through the stratum and buildings due to low frequency and relatively long wavelength, thereby bringing adverse effects to physical and mental health, work and daily life of nearby residents, even damaging ancient buildings and influencing the normal operation of precision instruments and high-tech equipment.
The first-order natural frequency of the existing floating slab track structure is usually about 10Hz, and the existing floating slab track structure cannot reduce noise for low-frequency vibration components between 5Hz and 15Hz which are sensitive to buildings, precision instruments and human body grades, but the existing floating slab track structure generates resonance because the frequency band vibration is close to the natural frequency of the track structure, so that the vibration response of the frequency band is enhanced. The steel spring floating plate track belongs to a linear vibration isolation system, and cannot obtain lower initial vibration isolation frequency (high vibration isolation effect) and higher static bearing capacity (system stability) at the same time, so that the floating plate track system inevitably causes the vibration response increase of a wheel track system while obtaining the high vibration isolation effect, namely the floating plate track is replaced by the high vibration isolation effect through sacrificing the stability of the system. Therefore, the problems of high noise, large vibration of a track structure, more operation diseases and the like generally exist in the current special vibration reduction section. In addition, in a vibration test of the floating plate track, the peak value is usually concentrated in a medium frequency range of 40-80 Hz, and the amplitude value of the peak value usually determines the vibration damping effect of the floating plate track.
Therefore, it is an urgent need to solve the problem of the art to provide a dynamic vibration absorber capable of improving the vibration reduction effect of a floating plate rail, and a floating plate structure and a floating plate rail system having the same.
Disclosure of Invention
In view of the above, the present invention provides a dynamic vibration absorber, wherein the dynamic vibration absorber is disposed on a floating slab, and a plurality of floating slabs and the dynamic vibration absorber with the floating slabs form a track system with a vibration absorbing effect.
In order to achieve the purpose, the invention adopts the following technical scheme: the dynamic vibration absorption device is arranged on the floating plate and comprises a mass block and an elastic base plate for vibration absorption, a steel bar support is embedded in the mass block and comprises a plurality of transverse steel bars and a plurality of vertical steel bars, and the transverse steel bars are fixedly connected with the longitudinal steel bars; the elastic base plate is fixedly connected to the periphery of the bottom end of the vibration absorption mass block and the bottom of the periphery of the side wall.
The invention has the beneficial effects that: the dynamic vibration absorption device comprises a mass block and an elastic base plate, wherein the mass block is used for absorbing vibration, a steel bar support is arranged in the mass block, the steel bar support comprises a plurality of transverse steel bars and a plurality of vertical steel bars, and the transverse steel bars are fixedly connected with the longitudinal steel bars; the elastic base plates are fixedly connected to the periphery of the bottom end of the mass block and the periphery of the bottom of the side wall of the mass block, the dynamic vibration absorbing device is placed on the floating plate, the floating plate vibrates when a train runs by utilizing the principle of anti-resonance, and the vibration absorbing device is placed on the floating plate, so that the vibration reaction of the vibration absorbing device is always slower than the first-order vibration frequency on the floating plate, the vibration generated by the vibration absorbing device is counteracted with the vibration generated by the floating plate, the energy output by the floating plate is reduced, the supporting counter force of a vibration isolator in the floating plate is reduced, and the vibration absorbing effect of the floating plate is improved.
Preferably, the middle of the bottom end of the mass block is provided with a mounting groove, a particle damper is embedded in the mounting groove, the particle damper comprises a damping cavity and a plurality of damping particles, and the plurality of damping particles are arranged in the damping cavity.
Preferably, the damping cavity is made of non-conductive materials such as plastics, and the damping particles are steel mass balls coated with insulating materials on the outer surfaces.
Preferably, the top of quality piece is equipped with a plurality of blind holes, be equipped with the threaded sleeve pipe of hoist and mount usefulness in the blind hole, threaded sleeve pipe's material is polyamide 66, dustproof dirt proof boot of usefulness is established to threaded sleeve pipe mouth department lid, prevents that threaded sleeve pipe dust from blockking up, the material of dirt proof boot is polybutene.
Preferably, the material of the mass block is C40 concrete.
Preferably, the elastic pad is made of any one of polyurethane, rubber, and TPEE.
The invention also discloses a floating plate structure which comprises the power vibration absorption device and the floating plate, wherein a placing groove is formed in the middle of the top end of the floating plate, the power vibration absorption device is horizontally and correspondingly placed in the placing groove, vibration isolators are arranged in the floating plate and correspond to two sides of the power vibration absorption device, the bottom ends of the vibration isolators are fixed on a foundation, and a buffering space is reserved between the bottom end of the floating plate body and the foundation.
Preferably, the vibration isolator is any one of a linear steel spring vibration isolator, a nonlinear damping double-stiffness steel spring vibration isolator and a rubber disc spring composite vibration isolator.
The invention also discloses a track system which comprises the floating plates, wherein the floating plates are laid on the track bed, and the power vibration absorption devices are distributed at intervals along the length direction of the track bed, so that the track system has a good vibration absorption effect.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example 1
Referring to the attached drawings 1 to 4 of the invention, the dynamic vibration absorber is arranged on a floating plate and comprises a mass block 1 and an elastic base plate 2 for absorbing vibration, a steel bar support 10 is embedded in the mass block 1, the steel bar support 10 comprises a plurality of transverse steel bar frames and a plurality of longitudinal steel bar frames, and the transverse steel bar frames are fixedly connected with the longitudinal steel bar frames; the elastic backing plate 2 is fixedly connected to the periphery of the bottom end of the mass block 1 and the periphery of the bottom of the side wall.
Specifically, the top of quality piece 1 is equipped with a plurality of blind holes 5, is equipped with threaded sleeve 6 of hoist and mount usefulness in the blind hole 5, and threaded sleeve 6's mouth of pipe department is equipped with dustproof dirt proof boot of usefulness, sets up threaded sleeve and is convenient for lift by crane the quality piece, sets up the dirt proof boot, protects threaded sleeve's clean and tidy nature.
More specifically, the quality piece chooses C40 concrete for use, and horizontal reinforcing bar frame and vertical reinforcing bar frame are the rectangle, and horizontal reinforcing bar frame is laid for 6 intervals, and vertical reinforcing bar frame is 4, and the interval is laid.
More specifically, the material of the elastic backing plate is rubber, and the parameters of rigidity, damping and size of the elastic backing plate can be set according to the control requirement of a specific frequency of the system.
Example 2
Referring to the attached drawings 4 to 8 of the invention, the dynamic vibration absorber is arranged on a floating plate and comprises a mass block 1 and an elastic cushion plate 2 for absorbing vibration, a steel bar support 10 is embedded in the mass block 1, the steel bar support 10 comprises a plurality of transverse steel bar frames and a plurality of longitudinal steel bar frames, and the transverse steel bar frames are fixedly connected with the longitudinal steel bar frames; the elastic backing plate 2 is fixedly connected to the periphery of the bottom end of the mass block 1 and the periphery of the bottom of the side wall.
Specifically, the middle of the bottom end face of the mass block 1 is provided with a mounting groove 3, a particle damper 4 is embedded in the mounting groove 3, the particle damper 4 comprises a damping cavity and a plurality of damping particles, and the plurality of damping particles are arranged in the damping cavity, so that the vibration damping effect is further improved.
The damping cavity is made of non-conductive materials such as plastics, and the damping particles are steel quality balls with the outer surfaces coated with insulating materials.
Specifically, the top of quality piece 1 is equipped with two blind holes 5, and two blind hole correspondences set up the both sides at the mounting groove, set up threaded sleeve 6 of hoist and mount usefulness in the blind hole 5, are equipped with dustproof dirt proof boot in the threaded sleeve 6, set up threaded sleeve and be convenient for lift by crane the quality piece, set up the dirt proof boot, protect threaded sleeve's clean and tidy nature.
More specifically, the quality piece chooses for use C40 concrete, and horizontal reinforcing bar frame and vertical reinforcing bar frame are the rectangle, and horizontal reinforcing bar frame is 6 and three lays in one side of mounting groove for a set of interval, and three correspond for a set of another side of laying in the mounting groove, and vertical reinforcing bar frame is 4, and per two are the both sides of laying in the mounting groove for a set of interval, installation granule damper in the mounting groove of being convenient for.
The parameters of the elastic backing plate such as rigidity, damping and size can be set according to the control requirement of the specific frequency of the system.
In addition, the invention also discloses a floating plate structure which comprises a power vibration absorption device and a floating plate, wherein a placing groove is arranged in the middle of the top end of the floating plate, the power vibration absorption device is horizontally and correspondingly placed in the placing groove, vibration isolators are arranged in the floating plate and correspond to two sides of the power vibration absorption device, the bottom ends of the vibration isolators are fixed on a foundation, the bottom ends of the floating plate and the foundation are reserved with buffer intervals, and correspondingly, elastic base plates on the bottom and the side wall of the power vibration absorption device are in contact with the floating plate.
Specifically, the vibration isolator is a linear steel spring vibration isolator.
Furthermore, the invention also discloses a track system which comprises the floating plates, wherein the floating plates are laid on the track bed, and the power vibration absorption devices are distributed at intervals along the length direction of the track bed, so that the track system has a good vibration absorption effect.
The embodiment 1 of the invention can be matched with any one of the vibration isolators with the nonlinear damping steel spring vibration isolator, the nonlinear damping double-rigidity steel spring vibration isolator and the rubber disc spring composite vibration isolator for use.
The embodiment 2 of the invention can be matched with any one of the vibration isolators with the nonlinear damping steel spring vibration isolator, the nonlinear damping double-rigidity steel spring vibration isolator and the rubber disc spring composite vibration isolator for use.
The invention thus has many different embodiments for combined use.
Vibration reduction principle of the particle damper: when the structure vibrates, the vibration energy is consumed by utilizing the collision and friction among the damping particles and the collision and friction between the damping particles and the inner wall of the damping cavity, and the aim of vibration reduction is further fulfilled.
Compared with other types of dampers, the damper has the advantages of simple structure, low cost, wide damping frequency band and small influence on an installation body.
When the vibration isolator is specifically arranged and used, the type of the vibration isolator and the type of the vibration absorber are properly selected, the arrangement mode and design parameters are based on actual use, and the coupling relation between the vibration absorber and the floating plate track can be properly adjusted, so that the effect of reducing the low-frequency vibration of the floating plate track is achieved, the high-frequency vibration of the track system can be reduced, and the vibration reduction performance of the floating plate track system is improved.
The specific installation steps of embodiment 1 of the invention are as follows: bury reinforcing bar support underground earlier, specifically include horizontal reinforcing bar frame and vertical reinforcing bar frame, horizontal reinforcing bar frame and vertical reinforcing bar frame fixed connection enclose through the baffle and establish the shaping, toward waiting to pour C40 reinforced concrete in the casting die, hit before the concrete fastening and establish the screw hole, bury threaded sleeve pipe underground in the screw hole, it uses to stew a period shaping.
The specific installation steps of embodiment 2 of the invention are as follows: bury reinforcing bar support underground earlier, specifically include horizontal reinforcing bar frame and vertical reinforcing bar frame, horizontal reinforcing bar frame and vertical reinforcing bar frame fixed connection enclose through the baffle and establish the shaping, place the module toward waiting to pour in the mould, reserve the mounting groove when pouring, pour C40 reinforced concrete, beat before the concrete fastening and establish the screw hole, bury threaded sleeve underground in the screw hole, it uses to stew the shaping of a period.
For the device and the using method disclosed by the embodiment, the description is simple because the device and the using method correspond to the method disclosed by the embodiment, and the relevant points can be referred to the description of the method part.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.