Shock-proof and shock-absorbing structure
Technical Field
The utility model relates to a building field especially relates to an antidetonation shock-absorbing structure.
Background
Earthquake is also called earthquake, earth vibration, vibration caused in the process of quickly releasing energy from earth crust, a natural phenomenon of earthquake waves can be generated in the earthquake, the earthquake waves generated in the earthquake are divided into transverse waves and longitudinal waves, great damage can be generated to buildings, the buildings can be cracked slightly, the buildings can be collapsed seriously, and great loss is caused to the safety of residents and the properties of the buildings.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an antidetonation shock-absorbing structure to solve above-mentioned technical problem.
In order to realize the purpose, the utility model adopts the following technical scheme: the utility model provides an antidetonation shock-absorbing structure, bottom plate, cushion cap, viscous damper, lower ears, go up ears, round pin axle, staving, spring, gag lever post, the ears welding is at the four corners position on bottom plate top down, is 45 degrees angles towards the bottom plate center, the bottom four corners position welding of cushion cap has four to go up the ears, and is 45 degrees angles towards the central point of cushion cap equally and puts, the viscous damper is total four, in the ears under the round pin head embedding of the lower extreme of viscous damper to use the round pin axle to fix, and in the ears were gone up in the round pin head embedding of the upper end of viscous damper, and use the round pin hub fixation, the central point on the top of staving welding bottom has the spring, and the gag lever post welding is in the central point of cushion cap bottom to imbed in.
On the basis of the technical scheme, the bottom plate, the bearing platform, the lower double lugs, the upper double lugs, the pin shaft and the barrel body are all made of high-strength stainless steel materials.
On the basis of the technical scheme, the viscous damper and the spring can be synchronously compressed downwards.
On the basis of the technical scheme, the spring cannot incline outwards at a large angle under the limitation of the limiting rod.
Compared with the prior art, the utility model has the advantages of it is following: the utility model discloses a four viscous damper and perpendicular spring design concentrate the fulcrum on the cushion cap, the height and the area of fundamental building will the utility model discloses install in the foundation ditch, erect the building, when there is the earthquake to take place, the spring cooperatees with the viscous damper, and the effectual shear wave and the vertical wave of will dissipating and absorbing, and the utility model discloses simple structure, the cost is low, is fit for using widely.
Drawings
Fig. 1 is a front view of the present invention.
Fig. 2 is a schematic view of the installation mode of the viscous damper of the present invention.
Fig. 3 is a schematic view of the installation position of the limiting rod of the present invention.
In the figure: the device comprises a bottom plate 1, a bearing platform 2, a viscous damper 3, a lower double lug 4, an upper double lug 5, a pin shaft 6, a barrel body 7, a spring 8 and a limiting rod 9.
Detailed Description
The invention is explained in further detail below with reference to the figures and the embodiments.
As shown in fig. 1 to 3, an anti-seismic shock absorption structure comprises a bottom plate 1, a bearing platform 2, a viscous damper 3, a lower double lug 4, an upper double lug 5, a pin shaft 6, a barrel body 7, a spring 8 and a limiting rod 9, the lower double lugs 4 are welded at the four corners of the top end of the bottom plate 1 and face the center of the bottom plate 1 at an angle of 45 degrees, the four corners of the bottom end of the bearing platform 2 are welded with the four upper double lugs 5, and also faces the center position of the bearing platform 2 at an angle of 45 degrees, the number of the viscous dampers 3 is four, the pin heads at the lower ends of the viscous dampers 3 are embedded into the lower double lugs 4 and are fixed by the pin shafts 6, and the pin head at the upper end of the viscous damper 3 is embedded into the upper double lugs 5 and fixed by the pin shaft 6, the barrel body 7 is welded at the central position of the top end of the bottom plate 1, the spring 8 is embedded in the barrel body 7, and the limiting rod 9 is welded at the central position of the bottom end of the bearing platform 2 and embedded into the spring 8.
On the basis of the technical scheme, the base plate 1, the bearing platform 2, the lower double lugs 4, the upper double lugs 5, the pin shaft 6 and the barrel body 7 are all made of high-strength stainless steel materials.
On the basis of the technical scheme, the viscous damper 3 and the spring 8 can be synchronously compressed downwards.
On the basis of the technical scheme, the spring 8 cannot incline outwards at a large angle under the limitation of the limiting rod 9.
The utility model discloses a four viscous damper and perpendicular spring design concentrate the fulcrum on the cushion cap, the height and the area of fundamental building will the utility model discloses install in the foundation ditch, erect the building, when there is the earthquake to take place, the spring cooperatees with the viscous damper, and the effectual shear wave and the vertical wave of will dissipating and absorbing, and the utility model discloses simple structure, the cost is low, is fit for using widely.
The foregoing is a preferred embodiment of the present invention, and for those skilled in the art to understand the teaching of the present invention, the changes, modifications, replacements and variations to the embodiments will still fall within the protection scope of the present invention without departing from the principle and spirit of the present invention.