CN113931336B - Building shock insulation device - Google Patents

Building shock insulation device Download PDF

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Publication number
CN113931336B
CN113931336B CN202111051358.3A CN202111051358A CN113931336B CN 113931336 B CN113931336 B CN 113931336B CN 202111051358 A CN202111051358 A CN 202111051358A CN 113931336 B CN113931336 B CN 113931336B
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fixedly connected
connecting plate
spring
seat
rod
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CN202111051358.3A
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CN113931336A (en
Inventor
王锦清
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Shanshu Construction Group Zhejiang Co ltd
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Shanshu Construction Group Zhejiang Co ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/98Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, 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
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F16F15/04Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means
    • F16F15/06Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with metal springs
    • F16F15/067Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with metal springs using only wound springs

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Physics & Mathematics (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Acoustics & Sound (AREA)
  • Electromagnetism (AREA)
  • Vibration Prevention Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention relates to a building vibration isolation device, which comprises a bottom plate and a connecting plate, wherein the upper surface of the bottom plate is fixedly connected with laminated rubber, the upper surface of the laminated rubber is fixedly connected with the lower surface of the connecting plate, the upper surface of the bottom plate is provided with a vertical buffer component, the surface of the connecting plate is provided with a horizontal buffer component, the horizontal shock wave received by the buffer rod is transmitted to a sliding rod, the sliding rod is transmitted to a sliding seat, the sliding seat stretches a third spring and slides along the inner wall of an extension groove, the third spring is stretched to absorb the shock wave in the horizontal direction, the horizontal shock force received by the connecting plate is reduced, the connecting plate is limited by an outer cylinder and a movable rod, the horizontal deflection generated in the horizontal direction when the connecting plate is subjected to vibration is avoided, and the lateral deformation of the laminated rubber is prevented, and the use of the connecting plate is influenced, so that the building vibration isolation device solves the problem that a building is damaged due to the shock isolation failure caused by the horizontal shock wave.

Description

Building shock insulation device
Technical Field
The invention relates to the technical field of constructional engineering, in particular to a building vibration isolation device.
Background
The earthquake isolation building is characterized in that an earthquake isolation layer is formed by arranging an earthquake isolation device at the base part or a certain position of the building by using an earthquake isolation technology, and an upper structure and a lower foundation are isolated, so that earthquake energy is consumed, the transmission of the earthquake energy to the upper part is avoided or reduced, and the safety of the upper structure, personnel and equipment in the building can be effectively ensured.
The conventional shock insulation device is generally made of laminated rubber, has certain flexibility and can sequentially slow down shock waves, however, when an earthquake occurs, longitudinal waves and transverse waves can be generated, the laminated rubber can only have a good slow down effect on the longitudinal waves, and the transverse waves can enable the laminated rubber to generate larger transverse deformation, so that the laminated rubber loses the original shock absorption effect, and a building is damaged due to the larger shock.
In order to solve the above problems, the present invention provides a building vibration isolation device.
Disclosure of Invention
(1) Technical problem to be solved
The invention aims to overcome the defects of the prior art, adapt to the actual needs and provide a building vibration isolation device so as to solve the technical problems.
(2) Technical proposal
In order to achieve the purpose of the invention, the technical scheme adopted by the invention is as follows:
the utility model provides a building shock insulation device, includes bottom plate and connecting plate, the upper surface fixedly connected with stromatolite rubber of bottom plate, the upper surface of stromatolite rubber and the lower surface fixed connection of connecting plate, the upper surface of bottom plate is provided with vertical buffer assembly, the surface of connecting plate is provided with horizontal buffer assembly.
Further, pouring openings are formed in the side faces of the bottom plate, and mounting holes are formed in the upper surfaces of the bottom plate and the upper surfaces of the connecting plates.
Further, vertical buffer subassembly is including seting up in the slide of bottom plate upper surface, the inner wall sliding connection of slide has two sliders, two the opposite face of slider is all rotated and is connected with the connecting rod, and two the top of connecting rod is rotated and is connected with same rotation seat, the upper surface of rotation seat and the lower surface fixed connection of connecting plate.
Further, the two opposite sides of the sliding block are fixedly connected with first springs, and one ends of the two first springs, which are far away from the sliding block, are fixedly connected with the inner walls of the two sides of the sliding rail respectively.
Further, the upper surface of bottom plate fixedly connected with urceolus, the inner wall sliding connection of urceolus has the movable rod, the top of movable rod is fixedly connected with the lower surface of connecting plate.
Further, the surface sliding connection of urceolus has the removal seat, the surface cover of urceolus and movable rod is equipped with same second spring, the bottom of second spring and the last surface fixed connection of removal seat, the top of second spring and the lower surface fixed connection of connecting plate.
Further, the vertical buffer assembly further comprises four groups of transmission parts arranged on the upper surface of the bottom plate, each group of transmission parts comprises two support plates fixedly connected with the upper surface of the bottom plate, one side, close to the slide way, of each support plate is respectively and rotatably connected with a driving gear and a speed changing gear, the driving gears are meshed with the speed changing gears, the opposite surfaces of the two support plates are rotatably connected with the same rotating shaft, the surface of the rotating shaft is fixedly connected with the transmission gears, the transmission gears are meshed with the speed changing gears, and the surface of the rotating shaft is fixedly connected with a driven gear.
Further, the upper surface fixedly connected with drive rack of slider, drive rack and driving gear meshing, the fixed surface of removing the seat is connected with the regulation rack, regulation rack and driven gear meshing.
Further, the horizontal buffering subassembly is including seting up in the extension groove on connecting plate surface, and the inner wall sliding connection who extends the groove has the sliding seat, one side fixedly connected with slide bar of extension groove is kept away from to the sliding seat, the inner wall fixedly connected with solid fixed ring of extension groove, the one end of slide bar runs through solid fixed ring and fixedly connected with buffer rod, and the surface of slide bar and the inner wall sliding connection of solid fixed ring, the surface cover of slide bar is equipped with the third spring, one end and the sliding seat of third spring are close to one side fixed connection of slide bar, the other end and the solid fixed ring of third spring are close to one side fixed connection of sliding seat.
(3) The beneficial effects are that:
A. according to the invention, the device is installed by fixing the foundation and the ground beam through the bottom plate and the connecting plate, vertical vibration waves received by the upper part of the ground beam are transmitted to the rotating seat through the connecting plate, the rotating seat is transmitted to the connecting rod, and the connecting rod is transmitted to the sliding block, so that the sliding block compresses the first spring and moves along the inner wall of the slideway, the vertical vibration waves are absorbed by the first spring, the vertical vibration waves received by the upper part of the ground beam are transmitted to the second spring through the connecting plate, the second spring deforms to absorb the vibration, and the vertical waves generated by the vibration can be absorbed through the cooperation of the first spring and the second spring, so that the damage to a building is reduced, and the building vibration isolation device has a good effect of reducing the vertical vibration waves.
B. According to the building shock insulation device, the driving racks are driven to move through the movement of the two sliding blocks in the directions away from each other, the driving racks are meshed with the driving gears, the driving gears are driven to rotate anticlockwise, the driving gears are meshed with the speed changing gears, the speed changing gears are driven to rotate clockwise, the speed changing gears are meshed with the transmission gears, the transmission gears are driven to rotate anticlockwise, the rotating shafts are driven to rotate, the driven gears are driven to rotate anticlockwise, the adjusting racks are driven to move upwards through the meshing of the adjusting racks, the moving seat is driven to move upwards, the second springs are compressed, vertical shock waves with larger pressure can be relieved by the second springs, and the building shock insulation device has the effect of adapting to the shock waves with different pressures.
C. According to the invention, the horizontal shock wave received by the buffer rod is transmitted to the sliding rod, and is transmitted to the sliding seat by the sliding rod, so that the sliding seat stretches the third spring and slides along the inner wall of the extension groove, the third spring is stretched to absorb the shock wave in the horizontal direction, the horizontal shock force received by the connecting plate is reduced, the connecting plate is limited by the outer cylinder and the moving rod, the horizontal deflection of laminated rubber is avoided when the connecting plate is vibrated, and the use of the laminated rubber is prevented from being influenced, so that the building shock insulation device solves the problem that the building is damaged due to shock insulation failure caused by the horizontal shock wave.
Drawings
FIG. 1 is a schematic perspective view of the present invention;
FIG. 2 is a schematic diagram of an explosive structure according to the present invention;
FIG. 3 is a schematic perspective view of a vertical cushioning assembly of the present invention;
FIG. 4 is a schematic cross-sectional view of the base plate of the present invention;
FIG. 5 is a schematic perspective view of a transmission part of the present invention;
FIG. 6 is a schematic diagram of an exploded view of the horizontal drive assembly of the present invention;
FIG. 7 is a schematic side view of a connection plate of the present invention;
fig. 8 is a schematic cross-sectional view of the connection plate of the present invention taken along line A-A in fig. 7.
The reference numerals are as follows:
1. a bottom plate; 2. a connecting plate; 3. laminating rubber; 4. a vertical cushioning assembly; 401. a slideway; 402. a slide block; 403. a connecting rod; 404. a rotating seat; 405. a first spring; 406. an outer cylinder; 407. a moving rod; 408. a movable seat; 409. a second spring; 410. a transmission part; 4101. a support plate; 4102. a drive gear; 4103. a speed change gear; 4104. a rotating shaft; 4105. a transmission gear; 4106. a driven gear; 4107. a drive rack; 4108. adjusting the rack; 5. a horizontal cushioning assembly; 501. a sliding seat; 502. a slide bar; 503. a fixing ring; 504. a buffer rod; 505. a third spring; 6. pouring the port; 7. and (5) mounting holes.
Detailed Description
The invention is further illustrated by the following examples in connection with figures 1-8:
as shown in fig. 1-8, a building vibration isolation device comprises a bottom plate 1 and a connecting plate 2, wherein the upper surface of the bottom plate 1 is fixedly connected with laminated rubber 3, the upper surface of the laminated rubber 3 is fixedly connected with the lower surface of the connecting plate 2, the upper surface of the bottom plate 1 is provided with a vertical buffer component 4, and the surface of the connecting plate 2 is provided with a horizontal buffer component 5.
Wherein, pouring port 6 has been seted up to the side of bottom plate 1, and mounting hole 7 has all been seted up to the upper surface of bottom plate 1 and connecting plate 2.
Specifically, through pouring mouthful 6 concreting, it is fixed with ground and girder respectively with bottom plate 1 and connecting plate 2 through mounting hole 7, and then install the device, reduce the vertical and horizontal shock wave that the earthquake produced respectively through vertical buffer assembly 4 and horizontal buffer assembly 5, avoid the building to receive great vibrations to appear damaging.
In this embodiment, as shown in fig. 3-5, the vertical buffer component 4 includes a slide 401 that is disposed on the upper surface of the bottom plate 1, two sliding blocks 402 are slidably connected to an inner wall of the slide 401, opposite surfaces of the two sliding blocks 402 are rotationally connected to connecting rods 403, top ends of the two connecting rods 403 are rotationally connected to the same rotating seat 404, and an upper surface of the rotating seat 404 is fixedly connected to a lower surface of the connecting plate 2.
The opposite sides of the two sliding blocks 402 are fixedly connected with first springs 405, and one ends of the two first springs 405, which are far away from the sliding blocks 402, are fixedly connected with the inner walls of the two sides of the sliding rail 401 respectively.
The upper surface of the bottom plate 1 is fixedly connected with an outer cylinder 406, the inner wall of the outer cylinder 406 is slidably connected with a moving rod 407, and the top end of the moving rod 407 is fixedly connected with the lower surface of the connecting plate 2.
The surface sliding connection of urceolus 406 has the removal seat 408, and urceolus 406 and the surface cover of movable rod 407 are equipped with same second spring 409, and the bottom of second spring 409 is fixed with the upper surface of removal seat 408 and is connected, and the top of second spring 409 is fixed with the lower surface of connecting plate 2.
The vertical buffer assembly 4 further comprises four groups of transmission parts 410 mounted on the upper surface of the bottom plate 1, each group of transmission parts 410 comprises two support plates 4101 fixedly connected with the upper surface of the bottom plate 1, a driving gear 4102 and a speed change gear 4103 are respectively connected to one side, close to the slide way 401, of the front support plate 4101 in a rotating mode, the driving gear 4102 is meshed with the speed change gear 4103, the opposite surfaces of the two support plates 4101 are rotatably connected with the same rotating shaft 4104, the surface of the rotating shaft 4104 is fixedly connected with a transmission gear 4105, the transmission gear 4105 is meshed with the speed change gear 4103, and the surface of the rotating shaft 4104 is fixedly connected with a driven gear 4106.
The upper surface of the slider 402 is fixedly connected with a driving rack 4107, the driving rack 4107 is meshed with the driving gear 4102, the surface of the movable seat 408 is fixedly connected with an adjusting rack 4108, and the adjusting rack 4108 is meshed with the driven gear 4106.
Specifically, the two sliding blocks 402 are symmetrically arranged at two sides of the inner wall of the slideway 401 by taking the vertical central line of the front surface of the bottom plate 1 as a symmetry axis, vertical shock waves received by the upper part of the ground beam are transmitted to the rotating seat 404 through the connecting plate 2, are transmitted to the connecting rod 403 through the rotating seat 404, are transmitted to the sliding blocks 402 through the connecting rod 403, so that the sliding blocks 402 compress the first spring 405 and move along the inner wall of the slideway 401, further, the vertical shock waves are absorbed by the first spring 405, meanwhile, the vertical shock waves received by the upper part of the ground beam are transmitted to the second spring 409 through the connecting plate 2, the second spring 409 is deformed to absorb shock, the vertical waves generated by shock can be absorbed through the cooperation of the first spring 405 and the second spring 409, the two sliding blocks 402 move in the directions away from each other to drive the driving rack 4107, the driving rack 4107 is meshed with the driving gear 4102, and further the driving gear 4102 is driven to rotate anticlockwise, the driving gear 4102 is meshed with the speed changing gear 4103 to drive the speed changing gear 4103 to rotate clockwise, the speed changing gear 4103 is meshed with the driving gear 4105 to drive the driving gear 4105 to rotate anticlockwise to drive the rotating shaft 4104 to rotate to drive the driven gear 4106 to rotate anticlockwise, the adjusting rack 4108 is meshed with the driven gear 4106 to drive the adjusting rack 4108 to move upwards to drive the movable seat 408 to move upwards to compress the second spring 409, so that the second spring 409 can slow down the vertical shock wave of larger pressure, the connecting plate 2 is limited by the outer cylinder 406 and the movable rod 407 to avoid the deflection in the horizontal direction when the connecting plate is vibrated, the laminated rubber 3 is prevented from being deformed transversely to influence the use of the connecting plate, the specifications of the first spring 405 and the second spring 409 are the same, when the connecting plate is vibrated slightly, the first spring 405 and the second spring 409 deform to absorb shock, however, when the shock is larger, the first spring 405 and the second spring 409 deform to a larger extent, that is, when the connecting plate 2 displaces to a larger extent, the shock can be absorbed, therefore, the second spring 409 is further compressed by the rising of the movable seat 408, so that the building is prevented from larger settlement due to the shock, a certain distance exists between the driving rack 4107 and the driving gear 4102 in an initial state, when the small shock occurs, the driving part 410 does not operate, the diameter of the driving gear 4102 is larger than the diameter of the speed change gear 4103, so that the driving rack 4107 can rotate for a plurality of circles when the driving rack 4107 displaces to a smaller extent, the diameter of the speed change gear 4103 is equal to the diameter of the driving gear 4105, the number of circles is the same as that of rotation of the speed change gear 4103, the driven gear 4106 rotates for a certain number of circles, when the diameter of the driven gear 4106 is larger than that of the driving gear 4105, the diameter of the driven gear 4106 is larger than that the diameter of the driving gear 4105, and the second spring 4108 can deform more than the second spring 4108, and the second spring 4108 can deform more than the second spring 409 is compressed.
In this embodiment, as shown in fig. 6-8, the horizontal buffering component 5 includes an extending groove formed on the surface of the connecting plate 2, and the inner wall of the extending groove is slidably connected with a sliding seat 501, one side of the sliding seat 501 away from the extending groove is fixedly connected with a sliding rod 502, the inner wall of the extending groove is fixedly connected with a fixing ring 503, one end of the sliding rod 502 penetrates through the fixing ring 503 and is fixedly connected with a buffering rod 504, the surface of the sliding rod 502 is slidably connected with the inner wall of the fixing ring 503, a third spring 505 is sleeved on the surface of the sliding rod 502, one end of the third spring 505 is fixedly connected with one side of the sliding seat 501 close to the sliding rod 502, and the other end of the third spring 505 is fixedly connected with one side of the fixing ring 503 close to the sliding seat 501.
Specifically, the horizontal shock wave received by the buffer rod 504 is transmitted to the slide rod 502, and is transmitted to the slide seat 501 by the slide rod 502, so that the slide seat 501 stretches the third spring 505 and slides along the inner wall of the extension groove, and the third spring 505 is stretched to absorb the horizontal shock wave, thereby reducing the horizontal shock force received by the connection plate 2.
Working principle: when the building vibration isolation device is used, a user firstly pours concrete into a pouring opening 6, then the bottom plate 1 and the connecting plate 2 are respectively fixed with a foundation and a ground beam by using external bolts and mounting holes 7, and then the device is installed;
when weak vibration occurs, the connecting plate 2 transmits vertical vibration waves received by the upper part of the ground beam to the rotating seat 404, the rotating seat 404 transmits the vertical vibration waves to the connecting rod 403, the angle between the two connecting rods 403 is increased, the connecting rod 403 transmits the vertical vibration waves to the sliding blocks 402, the two sliding blocks 402 compress the first springs 405 and move along the inner wall of the sliding way 401 in the direction away from each other, the vertical vibration waves are absorbed by the deformed first springs 405, meanwhile, the connecting plate 2 transmits the vertical vibration waves received by the upper part of the ground beam to the second springs 409, the second springs 409 deform to absorb the vibration, and the vertical waves generated by the vibration can be absorbed under the cooperation of the first springs 405 and the second springs 409;
when larger vibration occurs, the displacement generated by the two sliding blocks 402 is larger, the sliding blocks 402 drive the driving racks 4107 to move until the driving racks 4107 are contacted with and meshed with the driving gears 4102, the driving racks 4107 drive the driving gears 4102 to rotate anticlockwise, the driving gears 4102 drive the speed changing gears 4103 to rotate clockwise, the speed changing gears 4103 drive the driving gears 4105 to rotate anticlockwise, the driving gears 4105 drive the rotating shafts 4104 to rotate, the rotating shafts 4104 drive the driven gears 4106 to rotate anticlockwise, the driven gears 4106 drive the adjusting racks 4108 to move upwards, the adjusting racks 4108 drive the movable seat 408 to move upwards, the movable seat 408 drives the bottom ends of the second springs 409 to rise so as to enable the second springs 409 to be compressed, and then the second springs 409 can slow down vertical shock waves with larger pressure so as to avoid larger settlement of a building;
when the building receives vibrations and causes connecting plate 2 to appear the displacement, urceolus 406 and movable rod 407 carry out spacingly to connecting plate 2, produce the skew at the horizontal direction when avoiding it to receive vibrations, prevent that laminated rubber 3 from appearing horizontal deformation, influence its use, simultaneously, in the horizontal direction, the horizontal shock wave that buffer rod 504 will receive transmits slide bar 502, transmit slide bar 502 to slide holder 501 by slide bar 502, slide holder 501 tensile third spring 505 and follow the inner wall slip of extension groove, third spring 505 is by tensile shock wave absorption horizontal direction, reduce the horizontal impact force that connecting plate 2 received, further prevent connecting plate 2 from appearing horizontal displacement, thereby make this building shock insulation device solve the problem that shock insulation inefficacy caused by horizontal shock wave causes the building to appear the damage.
The embodiments of the present invention are disclosed as preferred embodiments, but not limited thereto, and those skilled in the art will readily appreciate from the foregoing description that various extensions and modifications can be made without departing from the spirit of the present invention.

Claims (2)

1. The utility model provides a building shock insulation device, includes bottom plate (1) and connecting plate (2), its characterized in that: the utility model discloses a high-speed electric motor, including base plate (1), upper surface fixedly connected with stromatolite rubber (3) of base plate (1), the upper surface of stromatolite rubber (3) and the lower surface fixed connection of connecting plate (2), the upper surface of base plate (1) is provided with vertical buffer assembly (4), the surface of connecting plate (2) is provided with horizontal buffer assembly (5), pouring mouth (6) have been seted up to the side of base plate (1), mounting hole (7) have all been seted up to the upper surface of base plate (1) and connecting plate (2), vertical buffer assembly (4) are including opening slide (401) at the upper surface of base plate (1), the inner wall sliding connection of slide (401) has two sliders (402), two the relative face of slider (402) all rotates and is connected with connecting rod (403), two the top rotation of connecting rod (403) is connected with same rotation seat (404), the upper surface of rotation seat (404) and the lower surface fixed connection of connecting plate (2) has first spring (405) to the opposite face of two sliders (402), two the inner wall sliding connection (406) of slider (401) have on the inner wall (406) of slide (406) respectively, the top end of the moving rod (407) is fixedly connected with the lower surface of the connecting plate (2), the surface of the outer cylinder (406) is slidably connected with the moving seat (408), the surfaces of the outer cylinder (406) and the moving rod (407) are sleeved with the same second spring (409), the bottom end of the second spring (409) is fixedly connected with the upper surface of the moving seat (408), the top end of the second spring (409) is fixedly connected with the lower surface of the connecting plate (2), the vertical buffer assembly (4) further comprises four groups of transmission parts (410) arranged on the upper surface of the bottom plate (1), each group of transmission parts (410) comprises two support plates (4101) fixedly connected with the upper surface of the bottom plate (1), one side, close to the slide way (401), of the support plate (4101) on the front side is respectively and rotatably connected with a driving gear (4102) and a speed change gear (4103), the driving gear (4102) is meshed with the speed change gear (4103), the opposite surfaces of the two support plates (4101) are rotatably connected with the same rotating shaft (4104), the surface of the rotating shaft (4) is fixedly connected with the driven gear (4106), the surface of the driven gear (5) is fixedly connected with the driving gear (4106), and the surface of the driven gear (5) is fixedly connected with the driving gear (4106), the driving rack (4107) is meshed with the driving gear (4102), an adjusting rack (4108) is fixedly connected to the surface of the movable seat (408), and the adjusting rack (4108) is meshed with the driven gear (4106).
2. A building seismic isolation apparatus according to claim 1, wherein: horizontal buffer subassembly (5) are including seting up in the extension groove of connecting plate (2) surface, and the inner wall sliding connection in extension groove has sliding seat (501), one side fixedly connected with slide bar (502) of extension groove is kept away from to sliding seat (501), the inner wall fixedly connected with solid fixed ring (503) of extension groove, gu fixed ring (503) and fixedly connected with buffer rod (504) are run through to the one end of slide bar (502), and the surface of slide bar (502) and the inner wall sliding connection of solid fixed ring (503), the surface cover of slide bar (502) is equipped with third spring (505), one end and the one side fixed connection that sliding seat (501) are close to slide bar (502) of third spring (505), one side fixed connection that the other end and solid fixed ring (503) are close to sliding seat (501).
CN202111051358.3A 2021-09-08 2021-09-08 Building shock insulation device Active CN113931336B (en)

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Publication number Priority date Publication date Assignee Title
CN114775823B (en) * 2022-04-25 2024-03-26 上海强荣建设集团有限公司 Building shock insulation device
CN115354770B (en) * 2022-09-26 2023-11-24 贵州开放大学(贵州职业技术学院) Anti-seismic building structure assembly
CN116721837B (en) * 2023-06-28 2024-03-22 江苏天利机电有限公司 Marine adjustable transformer base

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109296245A (en) * 2018-10-11 2019-02-01 筑梦高科建筑有限公司 A kind of friction pendulum sliding architectural vibration-insulation system
CN112343169A (en) * 2020-11-02 2021-02-09 杨雪莹 Assembled building fixed baseplate
JP2021080812A (en) * 2019-11-23 2021-05-27 株式会社サヌキ Shock absorbing device
CN213338566U (en) * 2020-11-07 2021-06-01 沈阳科技学院 Air suspension type computer hard disk damping device
CN213359001U (en) * 2020-09-09 2021-06-04 中诚祥建设集团有限公司 Building shock isolation device
CN113071324A (en) * 2021-04-20 2021-07-06 刘亚 Anti-vibration device for conductive track
CN113089845A (en) * 2021-05-07 2021-07-09 杞梓林生态建设有限公司 High-stability assembly type building fixing base
CN213805854U (en) * 2020-10-22 2021-07-27 江西昆仑石油化工设备有限公司 Shock-absorbing effect good anti-seismic steel structure

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109296245A (en) * 2018-10-11 2019-02-01 筑梦高科建筑有限公司 A kind of friction pendulum sliding architectural vibration-insulation system
JP2021080812A (en) * 2019-11-23 2021-05-27 株式会社サヌキ Shock absorbing device
CN213359001U (en) * 2020-09-09 2021-06-04 中诚祥建设集团有限公司 Building shock isolation device
CN213805854U (en) * 2020-10-22 2021-07-27 江西昆仑石油化工设备有限公司 Shock-absorbing effect good anti-seismic steel structure
CN112343169A (en) * 2020-11-02 2021-02-09 杨雪莹 Assembled building fixed baseplate
CN213338566U (en) * 2020-11-07 2021-06-01 沈阳科技学院 Air suspension type computer hard disk damping device
CN113071324A (en) * 2021-04-20 2021-07-06 刘亚 Anti-vibration device for conductive track
CN113089845A (en) * 2021-05-07 2021-07-09 杞梓林生态建设有限公司 High-stability assembly type building fixing base

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