1. A pre-buried shock isolation device for buildings is characterized by comprising a transverse wave buffering mechanism, wherein the transverse wave buffering mechanism comprises a medium plate, a vertical cylinder, an inverted cone cylinder and a buffering elastic sheet, the top side of the medium plate is fixedly provided with the vertical cylinder, the vertical cylinder is of a regular hexagon structure, one end of a buffering spring is fixedly connected to the outer side of each side, the other end of the buffering spring is fixedly connected with one end of the buffering elastic sheet, the buffering elastic sheet extends to the bottom side of the medium plate in an arc shape, the bottom side of one end, connected with the buffering spring, of the buffering elastic sheet is fixedly connected to the top side of the medium plate, the buffering elastic sheets are uniformly arranged in six and uniformly distributed on the periphery of the medium plate according to the structural shape of the vertical cylinder, the bottom end of the buffering elastic sheet is provided with a buffering hydraulic rod, one end of the buffering elastic sheet is fixedly connected to the bottom end of the buffering elastic sheet, the other end of the buffering elastic sheet is connected to the side of the inverted cone, the top end of the connecting plate is fixedly connected to the bottom side of the medium plate;

transverse wave buffer gear connects the bottom and indulges ripples buffer gear, the longitudinal wave buffer gear bottom is connected with the bottom plate, longitudinal wave buffer gear includes intermediate lamella, riser, prevents down hydraulic stem, fly leaf, the intermediate lamella top side periphery evenly is provided with six batter posts, the equal fixedly connected with roof in batter post top, roof one side adaptation back taper section of thick bamboo side and top side fixed connection are in the board bottom side of mediating, roof one side all is connected with the top of riser, the equal fixed connection fly leaf avris in riser bottom, intermediate lamella side evenly is provided with a plurality of hydraulic stems of preventing down, prevent down the hydraulic stem top and all connect in intermediate lamella side position, the bottom all articulates on bottom plate top side.

2. The pre-buried seismic isolation device for buildings according to claim 1, wherein a linking column is arranged at a middle position of the top side of the movable plate, the bottom end of the linking column is connected with the movable plate, the top end of the linking column is fixedly connected to the bottom side of the middle plate, a plurality of through holes are arranged in the movable plate, six groups of extending convex edges are uniformly arranged on the side edges of the middle plate, compression springs are arranged on the bottom sides of the extending convex edges, and the bottom ends of the compression springs are fixedly connected with the bottom plate.

3. The pre-buried shock isolation device for buildings according to claim 1, wherein a plurality of shock isolation plates are uniformly arranged on the inner side of the inverted cone, the shock isolation plates are in a circular plate shape, the diameter of each shock isolation plate is adaptive to the inner diameter of the inverted cone, the shock isolation plates are spaced at a certain distance, and the inverted cone is in a closed structure.

4. The pre-buried seismic isolation device for buildings according to claim 1, wherein a plurality of connecting rods are arranged on one side of each vertical plate, and a contact plate is connected to one end of each connecting rod.

5. The pre-buried seismic isolation device for buildings according to claim 1, wherein at least six groups of anti-falling hydraulic rods are arranged.

6. The pre-buried shock isolation device for buildings according to claim 1, wherein the top side of the vertical cylinder is communicated with a pre-buried cylinder, the pre-buried cylinder is cylindrical, a plurality of insertion rods are arranged inside the pre-buried cylinder, the insertion rods are arranged in a staggered mode in an irregular side mode, the bottom ends of the insertion rods are fixedly connected with the top side of the medium plate, and the insertion rods are made of metal materials.

Background

Nowadays, with the development of society and the high-speed development of economy, people have more and more demands on high-rise buildings, and the geological factors are considered in building the high-rise buildings, because the high-rise buildings do not need to ensure the appearance appreciation in areas with frequent earthquakes, and the toughness and the pressure resistance of the buildings are also considered, so that the foundation part is considered in building a high-rise building, and the foundation part needs to have the impact resistance to the occurrence of large earthquakes or the vibration of the large earthquakes.

It is well known that some shock insulation devices are usually embedded between a foundation and a ground beam of a building in order to increase the earthquake resistance of the building, so that the impact of earthquake energy is reduced, and the damage to the building is avoided.

Disclosure of Invention

The invention aims to overcome the defects in the prior art and provides a building pre-embedded type shock isolation device which is reasonable and stable in structure and has the function of buffering transverse vibration waves and longitudinal vibration waves.

In order to achieve the purpose, the invention adopts the technical scheme that:

a building pre-buried shock isolation device comprises a transverse wave buffering mechanism, wherein the transverse wave buffering mechanism comprises a medium plate, a vertical cylinder, an inverted cone cylinder and a buffering elastic sheet, the top side of the medium plate is fixedly provided with the vertical cylinder, the vertical cylinder is of a regular hexagon structure, one end of a buffering spring is fixedly connected to the outer side of each side, the other end of the buffering spring is fixedly connected with one end of the buffering elastic sheet, the buffering elastic sheet is made of memory alloy material and is circular arc-shaped extending towards the bottom side of the medium plate, the bottom side of one end, connected with the buffering spring, of the buffering elastic sheet is fixedly connected to the top side of the medium plate, the buffering elastic sheet is uniformly provided with six buffering elastic sheets which are uniformly distributed at the periphery of the medium plate according to the structural shape of the vertical cylinder, the buffering elastic sheet has the function of generating transverse wave buffering for earthquake or other vibrations, an object can be blocked by the buffering elastic sheet after being impacted by the transverse wave to generate displacement, and the buffering elastic sheet at one end of the buffering spring can effectively further buffer the buffering elastic sheet, the damping effect on the vibration transverse waves is increased, the bottom ends of the damping elastic sheets are respectively provided with a damping fluid pressure lever, one end of each damping fluid pressure lever is fixedly connected with the bottom end of each damping elastic sheet, the other end of each damping fluid pressure lever is connected to the side edge of the inverted cone, the inverted cone is in an inverted cone shape, the top end of each inverted cone is fixedly connected to the bottom side of the medium plate, the damping fluid pressure levers are conveniently matched with the damping springs to further buffer the damping elastic sheets, the resetting capability of the damping springs after the transverse waves are received by the damping springs is enhanced, and the damage of the vibration transverse waves to the building is reduced as much as possible;

the bottom end of the transverse wave buffer mechanism is connected with a longitudinal wave buffer mechanism, the bottom end of the longitudinal wave buffer mechanism is connected with a bottom plate, the longitudinal wave buffer mechanism comprises a middle plate, a vertical plate, anti-falling hydraulic rods and a movable plate, six inclined columns are uniformly arranged on the periphery of the top side of the middle plate, the tops of the inclined columns are fixedly connected with a top plate, one side of the top plate is matched with the side edge of an inverted cone and the top side of the inverted cone is fixedly connected with the bottom side of the middle plate, one side of the top plate is connected with the top end of the vertical plate, the vertical plate is convenient for the contact area of the device after cement is embedded so as to increase the stability, the bottom ends of the vertical plate are fixedly connected with the side edge of the movable plate, a plurality of anti-falling hydraulic rods are uniformly arranged on the side edge of the middle plate, the tops of the anti-falling hydraulic rods are connected with the side edge of the middle plate, the bottom ends of the anti-falling hydraulic rods are hinged with the top side edge of the bottom plate, and can generate a buffer effect on the generated longitudinal wave during vibration, the cooperation batter post and riser play fixed position's effect to the intermediate lamella, avoid the longitudinal wave that produces when earthquake or emergence vibrations to make the device produce the dislocation scene, cooperate each other through shear wave buffer gear and longitudinal wave buffer gear and can play and offset the absorption to the building produced longitudinal wave and shear wave when taking place the earthquake, keep the stability of ground, avoid the building to damage.

Further, fly leaf top side intermediate position is provided with even post, even the post bottom is connected the fly leaf, and top fixed connection is in the intermediate lamella bottom side, even the post is used for the fixed to the fly leaf, the inside a plurality of through-holes that are provided with of fly leaf, the cracked back of pre-buried cement after convenient vibrations, the alleviating of groundwater osmotic pressure provides the crushed crowded passageway of row of cement simultaneously, the intermediate lamella side evenly is provided with six groups and extends the chimb, it all is equipped with compression spring to extend the chimb bottom side, the equal fixed connection bottom plate in compression spring bottom, compression spring plays the longitudinal wave when vibrations take place and further plays the cushioning effect.

Further, a plurality of shock insulation boards of align to grid are equipped with to the back taper section of thick bamboo inboard, the shock insulation board structure is the disc and the inside diameter of diameter size self-adaptation back taper section of thick bamboo, all is separated by certain distance between the shock insulation board, and a back taper section of thick bamboo is self closed structure, plays further shock insulation effect by the cooperation of back taper section of thick bamboo and its inside shock insulation board, offsets the buffering simultaneously to the transverse wave and the longitudinal wave that produce when the earthquake takes place, reduces transverse wave buffer gear and longitudinal wave buffer gear's pressure.

Further, equal a plurality of connecting rods in riser one side, connecting rod one end all is connected with the touch panel, the touch panel is convenient in this device pre-buried back and the area of contact of cement, the convenient stability that increases after pre-buried.

Further, the anti-falling hydraulic rods are at least provided with six groups.

Further, a stand top side intercommunication has a pre-buried section of thick bamboo, a pre-buried section of thick bamboo is cylindric, and toward the interior landfill cement when convenient pre-buried, pre-buried section of thick bamboo inboard is provided with a plurality of inserted bars, and the inserted bar is the mode staggered arrangement of each other and the equal fixed connection medium board top side in bottom of irregular side, the inserted bar is the metal material preparation for increase with the conflict area of cement, increase stability makes things convenient for the later stage to explore the position of this device simultaneously.

Compared with the prior art, the invention has the beneficial effects that:

1) the transverse wave buffer mechanism is provided, the buffer elastic sheet and the buffer spring arranged on the transverse wave buffer mechanism can effectively buffer transverse wave impact caused by an earthquake and have a certain reset function, the transverse wave buffer mechanism is matched with the longitudinal wave buffer mechanism at the bottom side of the transverse wave buffer mechanism, longitudinal waves can be well resisted on the basis of resisting the transverse wave impact, the anti-falling hydraulic rod and the movable plate in the longitudinal wave buffer mechanism can counteract and buffer the impact waves in the longitudinal wave impact, and the transverse wave buffer mechanism and the longitudinal wave buffer mechanism are mutually matched to absorb medium waves in all directions in an all-around manner, so that the integrity of a building and the self structure cannot be dislocated;

2) the inserted bar arranged in the embedded cylinder, the vertical plate and the abutting plate around the longitudinal wave buffer mechanism have the effect of increasing the contact area of the concrete after embedding, and the larger the contact area is, the larger the generated binding force is, the more the stability after embedding can be ensured;

drawings

FIG. 1 is a schematic structural diagram of a pre-embedded shock isolation device for a building;

FIG. 2 is a schematic view of a top view structure of a pre-embedded shock isolation device for a building;

FIG. 3 is a schematic structural diagram of a transverse wave buffering mechanism in the pre-embedded shock isolation device for the building;

FIG. 4 is a schematic diagram of a cross-sectional structure of a transverse wave buffer mechanism in the pre-embedded shock isolation device of the building;

FIG. 5 is a schematic structural diagram of a longitudinal wave buffering mechanism in the pre-embedded shock isolation device for a building;

FIG. 6 is a schematic diagram of a movable plate structure in the pre-buried seismic isolation device of a building;

in the figure: 1. a transverse wave buffer mechanism; 11. a dielectric plate; 12. erecting a cylinder; 13. an inverted cone; 14. a seismic isolation plate; 15. inserting a rod; 16. a buffering elastic sheet; 17. a buffer spring; 18. a buffer hydraulic rod; 2. a longitudinal wave buffer mechanism; 21. a middle plate; 22. a vertical plate; 23. a top plate; 24. a connecting rod; 25. a touch plate; 26. a tilting prevention hydraulic rod; 27. a movable plate; 271. a through hole; 272. an extended flange; 273. connecting the columns; 28. a compression spring; 29. an oblique column; 3. pre-embedding the cylinder; 4. a base plate.

Detailed Description

For the convenience of understanding of those skilled in the art, the technical solution of the present invention will be further described in detail with reference to fig. 1 to 6.

The invention relates to a pre-buried shock isolation device for a building, which comprises a transverse wave buffer mechanism 1, wherein the transverse wave buffer mechanism 1 comprises a medium plate 11, a vertical cylinder 12, an inverted cone 13 and a buffer elastic sheet 16, the top side of the medium plate 11 is fixedly provided with the vertical cylinder 12, the vertical cylinder 12 is of a regular hexagon structure, the outer side of each edge is fixedly connected with one end of a buffer spring 17, the other end of the buffer spring 17 is fixedly connected with one end of the buffer elastic sheet 16, the buffer elastic sheet 16 is made of memory alloy material and is of an arc shape extending towards the bottom side of the medium plate 11, the bottom side of one end, connected with the buffer spring 16, of the buffer elastic sheet 16 is fixedly connected with the top side of the medium plate 11, the buffer elastic sheet 16 is uniformly provided with six pieces which are uniformly distributed at the periphery of the medium plate 11 according to the structural shape of the vertical cylinder 12, has the function of generating transverse wave buffering for earthquake or other shocks, and an object can be blocked by the buffer elastic sheet 16 after being subjected to displacement caused by the transverse wave impact, and the buffer spring 17 at one end of the buffer elastic sheet 16 can effectively buffer the buffer elastic sheet 16 further, so as to increase the effect of slowing down the vibration transverse wave, the bottom ends of the buffer elastic sheets 16 are all provided with buffer pressure rods 18, one ends of the buffer pressure rods 18 are fixedly connected with the bottom end of the buffer elastic sheet 16, and the other ends of the buffer pressure rods are connected to the side edge of the inverted cone 13.

The inverted cone 13 is in an inverted cone shape, the top end of the inverted cone is fixedly connected to the bottom side of the medium plate 11, a plurality of shock insulation plates 14 are uniformly arranged on the inner side of the inverted cone 13, the shock insulation plates 14 are in a circular plate shape, the diameter of each shock insulation plate is self-adaptive to the diameter of the inside of the inverted cone 13, the shock insulation plates 14 are spaced at a certain distance, the inverted cone 13 is in a closed structure, the inverted cone 13 is matched with the shock insulation plates 14 inside the inverted cone 13 to achieve a further shock insulation effect, the transverse waves and the longitudinal waves generated in the earthquake process are simultaneously counteracted and buffered, the pressure of the transverse wave buffering mechanism 1 and the pressure of the longitudinal wave buffering mechanism 2 are reduced, the buffering hydraulic rod 18 is convenient to be matched with the buffering spring 17 to achieve further buffering of the buffering elastic sheet 16, the resetting capability of the buffering spring 17 after receiving transverse wave impact is enhanced, and damage of the transverse waves to a building is reduced as much as possible.

Longitudinal wave buffer gear 2 is connected to 1 bottom of transverse wave buffer gear, 2 bottoms of longitudinal wave buffer gear are connected with bottom plate 4, longitudinal wave buffer gear 2 includes intermediate lamella 21, riser 22, prevents down hydraulic stem 26, fly leaf 27, intermediate lamella 21 top side periphery evenly is provided with six batter posts 29, the equal fixedly connected with roof 23 in batter post 29 top, roof 23 one side adaptation back taper section of thick bamboo 13 side and top side fixed connection are in the 11 bottom sides of well board, roof 23 one side all is connected with the top of riser 22, riser 22 is so that the area of contact after this device cement is pre-buried to increase the steadiness, the equal a plurality of connecting rods 24 in riser one side, connecting rod 24 one end all is connected with and supports touch panel 25, support touch panel 25 convenient in this device pre-buried back and the area of contact of cement, conveniently increases the stability after pre-buried.

The equal fixed connection fly leaf 27 avris in riser 22 bottom, the intermediate lamella 21 side evenly is provided with a plurality of hydraulic stem 26 of preventing falling, it is provided with six groups at least to prevent falling hydraulic stem 26, prevent that falling hydraulic stem 26 top is all connected in intermediate lamella 21 side position, the bottom all articulates in bottom plate 4 top side, prevent that falling hydraulic stem 26 can produce the buffering effect to the longitudinal wave that produces when vibrations, cooperation batter post 29 and riser 22 play rigidity's effect to intermediate lamella 21, the longitudinal wave that avoids producing when earthquake or take place vibrations makes the device produce the dislocation scene, cooperate mutually through shear wave buffer gear 1 and longitudinal wave buffer gear 2 and can play and offset the absorption to the produced longitudinal wave and the transverse wave of building when taking place the earthquake, keep the stability of ground, avoid the building to damage.

The utility model discloses a cement removal device, including movable plate 27, underground water infiltration pressure, compression spring 28, movable plate 27, fixed connection 21, movable plate 27, the top side intermediate position is provided with even post, even post bottom connection movable plate 27, even post is used for the fixed to movable plate 27, movable plate 27 is inside to be provided with a plurality of through-holes 271, after the pre-buried cement is cracked after convenient vibrations, the release of groundwater osmotic pressure, provides the crushed displacement passageway of cement simultaneously, intermediate plate 21 side evenly is provided with six groups and extends chimb 272, it all is equipped with compression spring 28 to extend chimb 272 bottom side, the equal fixed connection bottom plate 4 in compression spring 28 bottom, compression spring 28 plays the longitudinal wave when vibrations take place and further plays the cushioning effect.

Found a 12 top sides intercommunication and have a pre-buried section of thick bamboo 3, pre-buried section of thick bamboo 3 is cylindric, and toward the interior landfill cement when convenient pre-buried, pre-buried section of thick bamboo 3 inboard is provided with a plurality of inserted bars 15, and inserted bar 15 is the mode staggered arrangement of each other and the equal fixed connection in bottom of irregular side and holds the side in the middle of board 11, inserted bar 15 is the metal material preparation for increase with the conflict area of cement, increase stability makes things convenient for the later stage to explore the position of this device simultaneously.

A building pre-buried type shock isolation device has the following working principle:

when an earthquake occurs and transverse waves of transverse impact generated by the earthquake are transmitted to the device, the transverse waves can be firstly impacted on the buffering elastic sheet, the buffering elastic sheet can firstly counteract the transverse waves, the buffering elastic sheet is further buffered by the buffering hydraulic rod and the buffering spring to absorb the impact force of the transverse waves, finally the transverse waves are completely counteracted by the medium plate and the shock insulation plate in the inverted cone, the longitudinal wave impact force generated by the earthquake can be firstly counteracted by the movable plate and the compression spring at the bottom side of the movable plate, then the anti-falling hydraulic rod further performs buffering absorption, finally the shock insulation plate in the inverted cone is completely absorbed, and the transverse wave buffering mechanism and the longitudinal wave buffering mechanism simultaneously receive the impact generated by the earthquake and counteract the impact, so that the building can not receive the fluctuating impact, and the purpose of protecting the building is achieved.

The foregoing is merely exemplary and illustrative of the present invention and various modifications, additions and substitutions may be made by those skilled in the art to the specific embodiments described without departing from the scope of the present invention as defined in the accompanying claims.