CN114645586A - Assembled building damping device - Google Patents

Assembled building damping device Download PDF

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Publication number
CN114645586A
CN114645586A CN202210559666.5A CN202210559666A CN114645586A CN 114645586 A CN114645586 A CN 114645586A CN 202210559666 A CN202210559666 A CN 202210559666A CN 114645586 A CN114645586 A CN 114645586A
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CN
China
Prior art keywords
shell
sliding
casing
fixed
transmission
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Granted
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CN202210559666.5A
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Chinese (zh)
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CN114645586B (en
Inventor
侯建超
王凤
张家禄
王铁鹰
王楠
赵春喜
崔国栋
王平
董鸽
刘双双
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Henan Yunzheng Construction Engineering Co ltd
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Henan Yunzheng Construction Engineering Co ltd
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Priority to CN202210559666.5A priority Critical patent/CN114645586B/en
Publication of CN114645586A publication Critical patent/CN114645586A/en
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Publication of CN114645586B publication Critical patent/CN114645586B/en
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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

Abstract

The invention relates to the field of building structures, in particular to an assembly type building damping device. The utility model provides an assembly type structure damping device includes multistage damper, and the shell body sets up in the junction of wall body and steelframe, and both ends difference fixed connection wall body and steelframe, when seismic intensity reached first preset intensity, wall body and steelframe produced slight vibrations, because first elastic component sets up between upper housing and lower casing, wall body and arbitrary one of steelframe or two slight vibrations all can be absorbed the energy that the earthquake brought by first elastic component. When the earthquake intensity reaches the second preset intensity, the vibration of the wall body and the steel frame generates difference, the amplitude of one end of the lower shell fixedly connected with the steel frame is increased, so that the first shell and the second shell generate vibration, the shaft lever is driven to slide up and down between the first shell and the second shell, and the vibration of the steel frame is acted by the earthquake to be buffered, and the stability between the main steel frame and the wallboard is improved.

Description

Assembled building damping device
Technical Field
The invention relates to the field of building structures, in particular to an assembly type building damping device.
Background
The shock absorption is a building shock absorption technology, wherein energy dissipation devices are arranged at certain parts of a structure, friction is generated through the energy dissipation devices, and the energy input into the structure is dissipated or absorbed through the deformation of elastic pieces so as to reduce the earthquake reaction of a main body structure, so that the structure is prevented from being damaged or collapsed, and the shock absorption control purpose is achieved. The fabricated building has the advantages of high building speed and small influence on the building environment, so that the fabricated building is more and more applied in daily life, the concrete wall body and the main body steel frame are spliced, the joint of the prefabricated concrete wall body and the main body steel frame is an important part for ensuring the strength of the fabricated building, and when the fabricated building is subjected to external force vibration such as earthquake and the like, the joint of the main body steel frame and the wall body is easy to crack, and the crack is generated, so that the safety of the fabricated building is seriously reduced.
Disclosure of Invention
The invention provides an assembly type building damping device, which aims to solve the problem that when an earthquake occurs in the existing assembly type building, the vibration is transmitted to a main body steel frame from the ground, the main body steel frame vibrates along with the vibration, the vibration amplitude of a wall body is usually smaller than that of the steel frame, and the wall body and the steel frame are easy to crack at the joint of the wall body and the steel frame due to different vibration amplitudes, so that the safety is generated.
The invention relates to an assembly type building damping device, which adopts the following technical scheme: comprises an outer shell and a multi-stage damping mechanism;
the outer shell is provided with a first axis and comprises an upper shell and a lower shell which are nested and can be mutually arranged in a sliding manner along the first axis, and the upper shell and the lower shell are respectively fixedly connected to the steel frame and the wall body;
the multistage damping mechanism at least comprises a first damping mechanism and a second damping mechanism, when the seismic intensity reaches a first preset intensity, the first damping mechanism is used for buffering the vibration between the upper shell and the lower shell, and when the seismic intensity reaches a second preset intensity, the second damping mechanism is used for buffering the vibration between the upper shell and the lower shell; the first damping mechanism comprises a first elastic piece which can limit the up-and-down sliding between the upper shell and the lower shell; the second damping mechanism comprises a first shell, a second shell and a shaft lever arranged along the first axis, the first shell and the second shell are respectively connected to two ends of the shaft lever through second elastic pieces, and the second elastic pieces are used for buffering vibration between the upper shell and the lower shell; the second housing and the lower housing move synchronously along a first axis.
Furthermore, the upper shell and the lower shell form a closed cavity structure, a fixed sleeve is arranged in the cavity, and the fixed sleeve is fixedly connected with the upper shell; the first shell comprises a transmission part and a sliding part, and the sliding part is arranged in the fixed sleeve and can only slide in one direction; the transmission part is slidably sleeved outside the sliding part and fixedly connected with the lower shell; the second shell has the same structure as the first shell, and the second shell and the first shell are symmetrically arranged relative to the inside of the fixed sleeve;
sliding grooves with inward openings are formed in the sliding portions of the first shell and the second shell, the sliding grooves are uniformly arranged along the circumferential direction of the sliding portions, sliding blocks capable of sliding along the sliding grooves are arranged in the sliding grooves, and the second elastic piece is fixedly arranged between the sliding blocks and the end portions of the sliding grooves;
the axostylus axostyle runs through the transmission portion of first casing and second casing, and rotates with transmission portion to be connected, and the axostylus axostyle both ends rotate through the connecting rod respectively and connect in the slider, and the upper and lower slip of axostylus axostyle promotes the slip of slider in the spout, extrudees the second elastic component to vibrations between casing and the lower casing are gone up in the buffering.
Furthermore, two vibration grooves which penetrate through the side wall of the fixed sleeve from inside to outside and are spaced are formed in the side wall of the fixed sleeve; the fixed driving plate that is equipped with the U type between the transmission cover of first casing and second casing, two curb plates of driving plate set up in shaking the inslot, the bottom plate and the casing fixed connection down of driving plate.
Furthermore, a fixing plate is arranged in the middle of the fixing sleeve, and a plurality of first through holes which penetrate through the fixing plate up and down are formed in the fixing plate; the first shell and the second shell are symmetrically arranged relative to the fixed plate, a closed space is formed between the inner end of the transmission part of the first shell and the inner end of the transmission part of the second shell and the fixed sleeve, and damping liquid is arranged in the closed space;
the multistage damping mechanism further comprises a third damping mechanism, and the third damping framework comprises a rotating sleeve, a plugging plate and a transmission connecting sleeve; the two rotating sleeves are respectively and rotatably arranged on the sliding part of the first shell and the sliding part of the second shell, and the rotating sleeves are coaxially sleeved on the outer side of the shaft lever and are in fit connection with the shaft lever so as to enable the rotating sleeves to rotate when the shaft lever slides; the two plugging plates are rotatably arranged on two sides of the fixed plate, each plugging plate is provided with a plurality of second through holes which penetrate up and down, and the second through holes and the first through holes are completely through in an initial state; the transmission connecting sleeves are provided with two groups, the two groups of transmission connecting sleeves are respectively and fixedly arranged on the plugging plate and arranged between the sliding part of the first shell and the sliding part of the second shell, one end of each transmission sleeve is fixedly connected with the plugging plate, and the other end of each transmission sleeve is arranged on the outer side wall of the corresponding rotating sleeve in an inner-outer sliding mode.
Furthermore, the multistage damping mechanism further comprises a fourth damping mechanism, and the fourth damping framework comprises a fixed cone and a limiting block; the fixed cone is fixedly arranged in the middle of the shaft lever, and the outer diameters of the fixed cones are sequentially increased from inside to outside; third through holes which are consistent in size and coaxial are formed in the middle parts of the plugging plate and the fixing plate, so that the fixing cone can freely penetrate through the third through holes; the peripheral wall of the third through hole of the fixing plate is provided with at least one limiting groove in the opening; the damping assembly further comprises a limiting block, at least one limiting block is arranged, the limiting block is slidably arranged in the limiting groove, a third elastic piece is arranged at the outer end of the limiting block and is arranged at the end part of the limiting groove, and the third elastic piece always enables the limiting block to move towards the center of the shaft rod or has the trend of moving.
Furthermore, a baffle is arranged between the limiting block and the third elastic piece, and the limiting block can slide up and down on the side wall of the baffle; the limiting groove is internally provided with a limiting stop which is arranged on the upper half part of the limiting groove and blocks the sliding of the limiting block when the limiting block is arranged on the upper part of the side wall of the baffle.
Further, fixed cover inside wall is equipped with the inward draw-in groove group of a plurality of openings, draw-in groove group is including a plurality of draw-in grooves of vertical setting, draw-in groove group evenly sets up along fixed cover inside wall upper portion and lower part circumference, be equipped with the jack catch in the draw-in groove, jack catch slidable sets up in the draw-in groove, and be equipped with the piece that resets between jack catch and the draw-in groove inner, the piece that resets always makes the jack catch always have the trend of resumeing initial position removal or having this removal after removing, when the sliding part of first casing and second casing is close to each other, pop out after the inside slip of extrusion jack catch, the sliding part that hinders first casing and second casing resumes to initial position.
Furthermore, the first elastic element is a first spring, and the first spring is fixedly arranged between the upper shell and the lower shell.
The invention has the beneficial effects that: the invention provides an assembly type building damping device which comprises a multistage damping mechanism, wherein an outer shell is arranged at the joint of a wall body and a steel frame, two ends of the outer shell are respectively and fixedly connected with the wall body and the steel frame, when the earthquake intensity reaches a first preset intensity, the wall body and the steel frame generate slight vibration, and as a first elastic piece is arranged between an upper shell and a lower shell, any one or two slight vibrations of the wall body and the steel frame can be absorbed by the first elastic piece. When the earthquake intensity reaches the second preset intensity, the vibration of the wall body and the steel frame generates difference, the amplitude of one end of the lower shell fixedly connected with the steel frame is increased, the vibration is acted on the first shell and the second shell through the transmission of the transmission assembly, so that the first shell and the second shell generate vibration, the first shell and the second shell are respectively connected with the shaft rod through the second elastic piece in a matched mode, the shaft rod is enabled to slide up and down between the first shell and the second shell, the deformation of the second elastic piece and the first elastic piece is realized, the vibration acted on the steel frame by the earthquake is buffered, and the stability between the main body steel frame and the wallboard is increased.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a front view of a fabricated building cushioning device of the present invention;
FIG. 2 is a sectional view taken along A-A of FIG. 1;
FIG. 3 is an enlarged view at X in FIG. 2;
FIG. 4 is a front view of the first housing and the second housing of FIG. 1;
FIG. 5 is a sectional view taken along line B-B of FIG. 4;
FIG. 6 is an exploded view of the first housing, second housing, shock absorbing mechanism and transmission assembly of FIG. 1;
FIG. 7 is a front view of the sliding part, the rotating sleeve, the shaft and the like of FIG. 1;
FIG. 8 is a perspective view taken along the line C-C in FIG. 7;
FIG. 9 is an exploded view of the various devices of FIG. 7;
fig. 10 is a front view of the harness of fig. 1;
FIG. 11 is a perspective view of FIG. 10 taken along the direction D-D;
FIG. 12 is an enlarged view at Y of FIG. 11;
FIG. 13 is a perspective view taken along the line E-E in FIG. 10;
fig. 14 is an enlarged view at Z in fig. 13.
In the figure: 1. an upper housing; 2. a lower housing; 3. a first spring; 4. a claw; 5. a sliding part; 501. a chute; 502. a second ring groove; 6. a transmission section; 601. a connecting plate; 7. rotating the sleeve; 701. a bump; 8. a transmission connecting sleeve; 801. a vertical slot; 802. a plugging plate; 9. a fixed cone; 10. a drive plate; 11. fixing a sleeve; 111. a card slot; 112. a fixing plate; 113. a first ring groove; 114. a limiting groove; 115. a limit stop block; 116. an inclined block; 117. a limiting block; 118. a baffle plate; 119. an elastic block; 120. a third spring; 101. a shaft lever; 102. a ball sleeve; 103. a hinged block; 104. a connecting rod; 105. a slider; 106. a second spring.
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.
An embodiment of a fabricated building shock absorbing device of the present invention, as shown in fig. 1 to 14, includes an outer housing and a multi-stage shock absorbing mechanism. The shell body has first axis, and the shell body is including nested and can follow the first axis and slide the last casing 1 and the casing 2 that sets up each other, goes up casing 1 and casing 2 down fixed connection respectively in steelframe and wall body. Multistage damper includes first damper and second damper at least, and when seismic intensity reached first predetermined intensity, first damper was used for cushioning the vibrations between casing 1 and casing 2 down, and when seismic intensity reached second predetermined intensity, second damper was used for cushioning the vibrations between casing 1 and casing 2 down. The first damping mechanism includes a first elastic member capable of restricting the up-and-down sliding between the upper case 1 and the lower case 2; the second damping mechanism comprises a first shell, a second shell and a shaft rod 101 arranged along a first axis, the first shell and the second shell are respectively connected to two ends of the shaft rod 101 through second elastic pieces, and the second elastic pieces are used for buffering vibration between the upper shell 1 and the lower shell 2; the second housing and the lower housing 2 move synchronously along the first axis. The shell body is arranged at the joint of the wall body and the steel frame, the two ends of the shell body are fixedly connected with the wall body and the steel frame respectively, when the earthquake intensity reaches a first preset intensity, the wall body and the steel frame generate slight vibration, and because the first elastic piece is arranged between the upper shell body 1 and the lower shell body 2, any one or two slight vibrations of the wall body and the steel frame can be absorbed by the first elastic piece. When the earthquake intensity reaches the second preset intensity, the vibration of the wall body and the steel frame generates difference, the amplitude of one end of the lower shell 2 fixedly connected with the steel frame is increased, the vibration is acted on the first shell and the second shell through the transmission of the transmission assembly, so that the first shell and the second shell generate vibration, the first shell and the second shell are respectively connected with the shaft rod 101 through the second elastic piece in a matched mode, the shaft rod 101 slides up and down between the first shell and the second shell, and the vibration acted on the steel frame by the earthquake is buffered through the deformation of the second elastic piece and the first elastic piece.
In another embodiment, as shown in fig. 2, 5 and 8, the upper casing 1 and the lower casing 2 enclose a closed cavity structure, a fixing sleeve 11 is arranged in the cavity, and the fixing sleeve 11 is fixedly connected to the upper casing 1; the first shell comprises a transmission part 6 and a sliding part 5, and the sliding part 5 is arranged in the fixed sleeve 11 and can only slide in one direction; the transmission part 6 is slidably sleeved outside the sliding part 5 and fixedly connected with the lower shell 2; the second shell has the same structure as the first shell, and the second shell and the first shell are symmetrically arranged around the inside of the fixing sleeve 11. The sliding portion 5 of the first housing and the second housing is provided with a sliding groove 501 with an inward opening, the sliding groove 501 is uniformly arranged along the circumferential direction of the sliding portion 5, the sliding groove 501 is internally provided with a sliding block 105 capable of sliding along the sliding groove 501, and the second elastic piece is fixedly arranged between the sliding block 105 and the end portion of the sliding groove 501. The shaft 101 penetrates through the transmission parts 6 of the first and second housings, and is rotatably connected with the transmission parts 6. The both ends of axostylus axostyle 101 are equipped with respectively with axostylus axostyle 101 fixed connection's ball cover 102, and ball cover 102 evenly is equipped with a plurality of articulated blocks 103 in the circumference, and articulated blocks on two ball covers 102 rotate respectively through connecting rod 104 and connect in slider 105, and the up-and-down slip of axostylus axostyle 101 promotes the slip of slider 105 in spout 501, extrudees the second elastic component to the vibrations between casing 1 and the lower casing 2 in the buffering. When the earthquake intensity reaches the second preset intensity, the transmission part 6 of the first shell and the second shell drives the shaft rod 101 to move up and down, the connecting rod 104 drives the sliding block 105 to slide in the sliding groove 501, the second elastic part is deformed, the shaft rod 101 is blocked from moving, the up-and-down sliding of the transmission part 6 of the first shell and the second shell is slowed down, and then the vibration between the upper shell 1 and the lower shell 2 is slowed down.
In another embodiment, as shown in fig. 2 and 11, the side wall of the fixing sleeve 11 is provided with two vibration grooves which penetrate through the side wall of the fixing sleeve and are spaced from each other; the fixed driving plate 10 that is equipped with the U type between the transmission sleeve of first casing and second casing, two curb plates of driving plate 10 set up in shaking the inslot, the bottom plate and the 2 fixed connection of casing down of driving plate 10.
In another embodiment, as shown in fig. 2, 4, 5 and 11, a fixing plate 112 is disposed in the middle of the fixing sleeve 11, and a plurality of first through holes penetrating up and down are disposed on the fixing plate 112; the upper and lower ends of the fixing plate are provided with a first annular groove 113 with an inward opening on the inner side wall of the fixing sleeve. The first shell and the second shell are symmetrically arranged relative to the fixed plate 112, and a closed space is formed between the inner end of the transmission part 6 of the first shell and the inner end of the transmission part 6 of the second shell and the fixed sleeve 11, and damping liquid is arranged in the closed space. The inner end cover of the sliding sleeve is provided with a rotating hole, and the side wall of the rotating hole is provided with a second annular groove 502 with an inward opening. The multistage damping mechanism further comprises a third damping mechanism, and the third damping mechanism comprises a rotating sleeve 7, a plugging plate 802 and a transmission connecting sleeve 8; the two rotating sleeves 7 are respectively and rotatably arranged in the sliding part 5 of the first shell and the second annular groove 502 of the sliding part 5 of the second shell, and the rotating sleeves 7 are coaxially sleeved outside the shaft rod 101 and are in fit connection with the shaft rod 101 so as to enable the rotating sleeves 7 to rotate when sliding on the shaft rod 101; two plugging plates 802 are arranged, the two plugging plates 802 can be rotatably arranged in the first ring grooves 113 on two sides of the fixed plate 112, each plugging plate 802 is provided with a plurality of second through holes which penetrate up and down, and in an initial state, the second through holes are completely through with the first through holes; the transmission connecting sleeves 8 are provided with two groups, the two groups of transmission connecting sleeves 8 are respectively and fixedly arranged on the plugging plate 802 and arranged between the sliding part 5 of the first shell and the sliding part 5 of the second shell, one end of each transmission sleeve is fixedly connected with the plugging plate 802, and the other end of each transmission sleeve is arranged on the outer side wall of the rotating sleeve 7 in an inner-outer sliding mode. Two connecting plates 601 are arranged in the middle of the shaft rod 101, the middle of each connecting plate 601 is arranged in an arc shape, two ends of each connecting plate 601 are fixedly connected to the transmission part 6, and a gap is reserved between the middle of each connecting plate 601 and the corresponding transmission plate 10 to enable the side wall of each transmission connecting sleeve 8 to pass through.
In another embodiment, as shown in fig. 6, the side wall of the rotating sleeve 7 is provided with at least one projection 701, and the projection 701 is vertically arranged along the rotating sleeve 7; the inner side wall of the transmission connecting sleeve 8 is provided with a vertical groove 801 matched with the convex block 701, so that the convex block 701 only slides up and down along the vertical groove 801, and the rotation of the rotating sleeve 7 drives the transmission connecting sleeve 8 to rotate.
In another embodiment, as shown in fig. 2, 5, 6, 11 and 12, the multistage damping mechanism further includes a fourth damping mechanism, and the fourth damping mechanism includes a fixed cone 9 and a stopper 117; the fixed cone 9 is fixedly arranged in the middle of the shaft rod 101, the outer diameters of the fixed cones 9 are sequentially increased from inside to outside, and only when the upper shell and the lower shell are far away from each other, the end with the larger outer diameter of the fixed cone 9 slides inwards; third through holes which are consistent in size and coaxial are formed in the middle of the plugging plate 802 and the fixing plate 112, so that the fixing cone 9 can freely penetrate through the third through holes; the peripheral wall of the third through hole of the fixing plate 112 is provided with at least one limiting groove 114 in the opening; the damping assembly further comprises a limiting block 117, at least one limiting block 117 is arranged, the limiting block 117 is slidably arranged in the limiting groove 114, a third elastic member is arranged at the outer end of the limiting block 117 and at the end of the limiting groove 114, and the third elastic member always enables the limiting block 117 to move towards the center of the shaft rod 101 or has the trend of moving, so that when the limiting block 117 slides inwards to contact with the fixed cone 9, the sliding of the fixed cone 9 is hindered.
In another embodiment, as shown in fig. 12, a baffle 118 is disposed between the limiting block 117 and the third elastic member, and the limiting block 117 can slide up and down on the sidewall of the baffle 118; a limit stop 115 is arranged in the limit groove 114, the limit stop 115 is arranged at the upper half part of the limit groove 114, and when the limit stop 117 is arranged at the upper part of the side wall of the baffle 118, the sliding of the limit stop 117 is hindered.
In another embodiment, as shown in fig. 12, the limit stop 115 comprises a vertical block and an inclined block 116, the upper end of the vertical block is fixedly disposed at the upper end of the limit groove 114, the plumb plane on the inclined block 116 is fixedly connected to the vertical block and the side wall of the limit groove 114, and the thickness of the inclined block 116 increases from bottom to top. The middle part of stopper 117 is equipped with elastic block 119, during initial state, the tip and the slope piece 116 butt of elastic block 119, the lateral wall and the perpendicular piece butt of elastic block 119, the interior termination point of stopper 117 is in same plumbing face with the big terminal surface of fixed awl 9, when making the big end of fixed awl 9 and the interior termination surface contact of stopper 117, extrusion stopper 117 slides outwards, the tip and the lateral wall butt of spacing groove 114 of elastic block 119 this moment, the lateral wall and the inclined plane butt of slope piece 116 of elastic block 119, impel stopper 117 to slide downwards under the effect of first elastic component, make stopper 117 break away from stopping of limit stop 115.
In another embodiment, as shown in fig. 2, 3, and 11, a plurality of sets of slots 111 with inward openings are provided on an inner side wall of the fixing sleeve 11, the sets of slots 111 include a plurality of slots 111 vertically arranged, the sets of slots 111 are uniformly arranged along the upper and lower circumferential directions of the inner side wall of the fixing sleeve 11, a pawl 4 is provided in each slot 111, the pawl 4 is slidably provided in each slot 111, and a reset member is provided between the pawl 4 and an inner end of each slot 111, the reset member always makes the pawl 4 move and then have a tendency to return to an initial position, and when the sliding portions 5 of the first and second housings approach each other, the pawl 4 is squeezed to slide inward and then pop out, so that the sliding portions 5 of the first and second housings are prevented from returning to the initial position.
In another embodiment, the first elastic member is a first spring 3, and the first spring 3 is fixedly disposed between the upper casing 1 and the lower casing 2. The second elastic element is a second spring 106, the second spring 106 is fixedly disposed in the sliding slot 501, and two ends of the second spring 106 are respectively fixedly connected with the sliding block 105 and the end of the sliding slot 501. The third elastic element is a third spring 120, the third spring 120 is fixedly disposed in the limiting groove 114, and two ends of the third spring 120 are respectively fixedly connected to the end portions of the baffle 118 and the limiting groove 114. The rotating sleeve 7 is screwed with the shaft rod 101.
With the above embodiments, the usage principle and working process of the present invention are as follows:
this device has the level four shock attenuation, with the fixed setting of this device between wall body and steelframe, makes fabricated construction when experiencing the earthquake, steelframe and wall body fixed connection all the time, reduces because of the vibrations of earthquake with steelframe and wall body separation, the risk that leads to fabricated construction to collapse.
When earthquake intensity reaches the first preset intensity, the wall body does not shake due to an earthquake, the steel frame slightly shakes, and the first spring 3 fixedly arranged between the upper shell 1 and the lower shell 2 is compressed to buffer the steel frame vibration caused by the slight earthquake.
When the earthquake intensity reaches the second preset intensity, the wall body generates slight vibration, the vibration amplitude of the steel frame is increased, the first spring 3 is not enough to slow down the vibration of the steel frame at this time, the transmission plate 10 starts to vibrate under the driving of the steel frame, the transmission plate 10 is fixedly connected with the transmission parts 6 of the first shell and the second shell, so that the first shell and the second shell synchronously vibrate, as shown in the direction of figure 1, in the vibration process of the steel frame, the steel frame firstly moves upwards and moves downwards, in the upward movement process of the steel frame, the transmission part 6 of the first shell and the transmission part 6 of the second shell are driven to synchronously move upwards, as the shaft rod 101 penetrates through and is fixedly connected with the transmission part 6 of the first shell, under the driving of the transmission part 6 of the first shell and the transmission part 6 of the second shell, the shaft rod 101 starts to move upwards, the sliding block 105 which is rotatably connected with the shaft rod 101 through the connecting rod 104 slides in the sliding groove 501 arranged at the inner ends of the outer end covers of the sliding parts 5 of the first shell and the second shell, in the sliding part 5 of the first shell, the second spring 106 fixedly arranged between the sliding block 105 and the sliding groove 501 is compressed, and the second spring 106 in the sliding part 5 of the second shell is stretched, so that the second spring 106 stores energy to absorb the energy of the steel frame vibration caused by the earthquake; in the process of downward vibration of the steel frame, the lower shell 2 moves downward to compress the second spring 106 in the second shell, the second spring 106 in the first shell is stretched, and damping fluid is arranged in the closed space between the inner end cover of the transmission part 6 of the first shell and the inner end cover of the transmission part 6 of the second shell and the fixing sleeve 11, the transmission part 6 of the first shell and the transmission part 6 of the second shell move up and down under the driving of the transmission plate 10, so that the damping fluid is exchanged up and down on the fixing plate 112 of the fixing sleeve 11, and the energy of the earthquake with low efficiency gradually occurs.
When the earthquake intensity reaches the third preset intensity, the vibration amplitude of the steel frame is larger and larger, the up-and-down movement range of the transmission part 6 acting on the first shell and the transmission part 6 acting on the second shell through the transmission plate 10 is increased, and the up-and-down vibration range of the lower shell 2 is increased. When the amount of up-and-down movement of the shaft 101 is increased, the slider 105 in the first housing or the second housing moves inwards to the limit position, but the upward or downward movement of the shaft 101 is not stopped, and as the shaft 101 continues to move, the sliding part 5 of the first housing or the second housing is pulled to slide inwards, and because the inner side wall of the fixing sleeve 11 is provided with the elastic claws 4, when the sliding part 5 slides inwards, the claws 4 only hinder the sliding part 5 from sliding outwards, so that the sliding part 5 can only slide inwards. Because the shaft rod 101 is provided with threads, the transmission sleeve is rotatably arranged on the inner end cover of the sliding part 5, and the transmission sleeve is sleeved outside the shaft rod 101. The inward sliding of the sliding part 5 drives the transmission sleeve to rotate, and drives the transmission connecting sleeve 8 which can only be connected with the transmission sleeve in a vertical sliding manner to rotate, the plugging plate 802 fixedly connected with the transmission connecting sleeve 8 can be rotatably arranged on the fixed sleeve 11, and in an initial state, the second through hole arranged on the plugging plate 802 is completely aligned with the first through hole arranged on the fixed plate 112, so that the damping fluid can smoothly pass through, the plugging plate 802 gradually rotates along with the rotation of the rotating sleeve 7, the first through hole and the second through hole are gradually plugged, and the flow of the damping fluid at the upper end and the lower end of the fixed plate 112 is blocked.
When the earthquake intensity reaches the fourth preset intensity, the fixed cone 9 fixedly arranged in the middle of the shaft rod 101 moves along with the up-and-down movement of the shaft rod 101. The middle part of the fixing plate 112 is provided with a limiting block 117 and a limiting block 115, when in an initial state, the limiting block 115 prevents the limiting block 117 from sliding out of the limiting groove 114, when the up-and-down moving amplitude of the shaft rod 101 is increased, the maximum end of the fixing cone 9 contacts with the inner end of the limiting block 117, and the limiting block 117 is extruded to slide outwards. At this time, the elastic block 119 provided in the middle of the stopper 117 moves downward along the inclined block 116 of the stopper 115, so that the stopper 115 releases the blocking effect on the stopper 117, and the stopper 117 abuts against the inclined surface of the fixed cone 9 under the action of the first spring 3 to block the sliding of the fixed cone 9, thereby consuming the earthquake.
When the earthquake intensity reaches the third preset intensity, the instantaneous vibration of the shaft rod 101 can trigger the vibration-resisting movement of the device at the fourth-level preset intensity.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.

Claims (8)

1. An assembly type structure shock absorbing device, comprising:
the outer shell is provided with a first axis and comprises an upper shell and a lower shell which are nested and can be mutually arranged in a sliding manner along the first axis, and the upper shell and the lower shell are respectively fixedly connected to the steel frame and the wall body;
the multistage damping mechanism at least comprises a first damping mechanism and a second damping mechanism, when the seismic intensity reaches a first preset intensity, the first damping mechanism is used for buffering the vibration between the upper shell and the lower shell, and when the seismic intensity reaches a second preset intensity, the second damping mechanism is used for buffering the vibration between the upper shell and the lower shell;
the first damping mechanism comprises a first elastic piece which can limit the up-and-down sliding between the upper shell and the lower shell;
the second damping mechanism comprises a first shell, a second shell and a shaft lever arranged along the first axis, the first shell and the second shell are respectively connected to two ends of the shaft lever through second elastic pieces, and the second elastic pieces are used for buffering vibration between the upper shell and the lower shell; the second housing and the lower housing move synchronously along a first axis.
2. A fabricated building cushioning device according to claim 1, wherein: the upper shell and the lower shell form a closed cavity structure, a fixed sleeve is arranged in the cavity, and the fixed sleeve is fixedly connected with the upper shell; the first shell comprises a transmission part and a sliding part, and the sliding part is arranged in the fixed sleeve and can only slide in one direction; the transmission part is slidably sleeved outside the sliding part and fixedly connected with the lower shell; the second shell has the same structure as the first shell, and the second shell and the first shell are symmetrically arranged relative to the inside of the fixed sleeve;
sliding grooves with inward openings are formed in the sliding portions of the first shell and the second shell, the sliding grooves are uniformly arranged along the circumferential direction of the sliding portions, sliding blocks capable of sliding along the sliding grooves are arranged in the sliding grooves, and the second elastic piece is fixedly arranged between the sliding blocks and the end portions of the sliding grooves;
the axostylus axostyle runs through the transmission portion of first casing and second casing, and rotates with transmission portion to be connected, and the axostylus axostyle both ends rotate through the connecting rod respectively and connect in the slider, and the upper and lower slip of axostylus axostyle promotes the slip of slider in the spout, extrudees the second elastic component to vibrations between casing and the lower casing are gone up in the buffering.
3. The prefabricated building cushioning device of claim 2, wherein: the side wall of the fixed sleeve is provided with two vibration grooves which penetrate through the fixed sleeve from inside to outside and are spaced; the fixed driving plate that is equipped with the U type between the transmission cover of first casing and second casing, two curb plates of driving plate set up in shaking the inslot, the bottom plate and the casing fixed connection down of driving plate.
4. The prefabricated building cushioning device of claim 3, wherein: the middle part of the fixed sleeve is provided with a fixed plate, and the fixed plate is provided with a plurality of first through holes which penetrate through the fixed plate up and down; the first shell and the second shell are symmetrically arranged relative to the fixed plate, a closed space is formed between the inner end of the transmission part of the first shell and the inner end of the transmission part of the second shell and the fixed sleeve, and damping liquid is arranged in the closed space;
the multistage damping mechanism further comprises a third damping mechanism, and the third damping framework comprises a rotating sleeve, a plugging plate and a transmission connecting sleeve; the two rotating sleeves are respectively and rotatably arranged on the sliding part of the first shell and the sliding part of the second shell, and the rotating sleeves are coaxially sleeved on the outer side of the shaft lever and are in fit connection with the shaft lever so as to enable the rotating sleeves to rotate when the shaft lever slides; the two plugging plates are rotatably arranged on two sides of the fixing plate, each plugging plate is provided with a plurality of second through holes which penetrate through the plugging plate from top to bottom, and in an initial state, the second through holes and the first through holes are completely through; the transmission connecting sleeves are provided with two groups, the two groups of transmission connecting sleeves are respectively and fixedly arranged on the plugging plate and arranged between the sliding part of the first shell and the sliding part of the second shell, one end of each transmission sleeve is fixedly connected with the plugging plate, and the other end of each transmission sleeve is arranged on the outer side wall of the corresponding rotating sleeve in an inner-outer sliding mode.
5. The fabricated building shock-absorbing device as set forth in claim 4, wherein: the multistage damping mechanism further comprises a fourth damping mechanism, and the fourth damping framework comprises a fixed cone and a limiting block; the fixed cone is fixedly arranged in the middle of the shaft lever, and the outer diameters of the fixed cones are sequentially increased from inside to outside; third through holes which are consistent in size and coaxial are formed in the middle parts of the plugging plate and the fixing plate, so that the fixing cone can freely penetrate through the third through holes; the peripheral wall of the third through hole of the fixing plate is provided with at least one limiting groove in the opening; the damping assembly further comprises a limiting block, at least one limiting block is arranged, the limiting block is slidably arranged in the limiting groove, a third elastic piece is arranged at the outer end of the limiting block and is arranged at the end part of the limiting groove, and the third elastic piece always enables the limiting block to move towards the center of the shaft rod or has the trend of moving.
6. The fabricated building shock-absorbing device as set forth in claim 5, wherein: a baffle is arranged between the limiting block and the third elastic piece, and the limiting block can slide up and down on the side wall of the baffle; the limiting groove is internally provided with a limiting stop which is arranged on the upper half part of the limiting groove and blocks the sliding of the limiting block when the limiting block is arranged on the upper part of the side wall of the baffle.
7. A fabricated building cushioning device according to any one of claims 2-6, wherein: fixed cover inside wall is equipped with the inward draw-in groove group of a plurality of openings, draw-in groove group is including a plurality of draw-in grooves of vertical setting, draw-in groove group is evenly set up along fixed cover inside wall upper portion and lower part circumference, be equipped with the jack catch in the draw-in groove, jack catch slidable sets up in the draw-in groove, and be equipped with the piece that resets between jack catch and the draw-in groove inner, the piece that resets always makes the jack catch always have after removing and resumes initial position and remove or have the trend of this removal, when the sliding part of first casing and second casing is close to each other, pop out after the inside slip of extrusion jack catch, the sliding part that hinders first casing and second casing resumes to initial position.
8. A prefabricated building cushioning device according to any one of claims 1 to 6, wherein: the first elastic piece is a first spring which is fixedly arranged between the upper shell and the lower shell.
CN202210559666.5A 2022-05-23 2022-05-23 Assembled building damping device Active CN114645586B (en)

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Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000266100A (en) * 1999-03-16 2000-09-26 Nissan Motor Co Ltd Multistage shock absorber
JP2002061699A (en) * 2000-08-21 2002-02-28 Koyo Seiki Kk Oil damper for damping vibration
JP2002310227A (en) * 2001-04-17 2002-10-23 Takenaka Komuten Co Ltd Damping force variable damper device
WO2011095787A1 (en) * 2010-02-05 2011-08-11 Cambridge Enterprise Limited Damping and inertial hydraulic device
JP2016070307A (en) * 2014-09-29 2016-05-09 株式会社免制震ディバイス Vibration suppression device for structure
CN207526932U (en) * 2017-08-06 2018-06-22 东莞抉懋精密电子有限公司 A kind of ballast support Multi-stage shock absorber
CN108253079A (en) * 2018-01-26 2018-07-06 包炜廷 A kind of damping
CN109958732A (en) * 2019-03-28 2019-07-02 天津鸿瑞特汽车配件有限公司 A kind of vehicle shock pad with Multistage damping effect
CN215567600U (en) * 2021-09-10 2022-01-18 名震实业控股集团有限公司 Rear shock absorber with threaded adjustment
CN114165092A (en) * 2021-11-26 2022-03-11 南昌大学 Three-dimensional multistage vibration isolation device with inertial container and friction pendulum

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000266100A (en) * 1999-03-16 2000-09-26 Nissan Motor Co Ltd Multistage shock absorber
JP2002061699A (en) * 2000-08-21 2002-02-28 Koyo Seiki Kk Oil damper for damping vibration
JP2002310227A (en) * 2001-04-17 2002-10-23 Takenaka Komuten Co Ltd Damping force variable damper device
WO2011095787A1 (en) * 2010-02-05 2011-08-11 Cambridge Enterprise Limited Damping and inertial hydraulic device
JP2016070307A (en) * 2014-09-29 2016-05-09 株式会社免制震ディバイス Vibration suppression device for structure
CN207526932U (en) * 2017-08-06 2018-06-22 东莞抉懋精密电子有限公司 A kind of ballast support Multi-stage shock absorber
CN108253079A (en) * 2018-01-26 2018-07-06 包炜廷 A kind of damping
CN109958732A (en) * 2019-03-28 2019-07-02 天津鸿瑞特汽车配件有限公司 A kind of vehicle shock pad with Multistage damping effect
CN215567600U (en) * 2021-09-10 2022-01-18 名震实业控股集团有限公司 Rear shock absorber with threaded adjustment
CN114165092A (en) * 2021-11-26 2022-03-11 南昌大学 Three-dimensional multistage vibration isolation device with inertial container and friction pendulum

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