CN212772937U - Damping device of high-rise building structure - Google Patents
Damping device of high-rise building structure Download PDFInfo
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- CN212772937U CN212772937U CN202021471426.2U CN202021471426U CN212772937U CN 212772937 U CN212772937 U CN 212772937U CN 202021471426 U CN202021471426 U CN 202021471426U CN 212772937 U CN212772937 U CN 212772937U
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Abstract
The utility model relates to a damping device technical field just discloses a high-rise building structure's damping device, the on-line screen storage device comprises a base, the equal fixed mounting in top both sides of base has the bottom plate, and the shifting chute has all been seted up at the top of two bottom plates, and equal slidable mounting has the movable plate in two shifting chutes, has all seted up spacing hole on two movable plates, and equal slidable mounting has the gag lever post in two spacing holes, and the both ends of gag lever post respectively with one side inner wall fixed connection of corresponding shifting chute. The utility model discloses a first buffer spring and damping spring can carry out the horizontal direction buffering shock attenuation to shock-absorbing support, can carry out vertical direction buffering shock attenuation to shock-absorbing support through second buffer spring and reset spring for this high-rise building damping device can all play protection cushioning effect to the shear wave and the longitudinal wave of earthquake ripples, can effectually protect the building from making this high-rise building damping device, has satisfied the needs that use.
Description
Technical Field
The utility model relates to a damping device technical field especially relates to a high-rise building structure's damping device.
Background
The damping device is not only used in the machining field, and along with the progress of damping technology and the requirement of building construction safety, high-rise buildings also begin to adopt the damping device to construct gradually, and the building that adopts the damping device to construct can reduce the damage that the building main part received in the earthquake to effectual assurance people's personal safety.
The existing high-rise building utilizes a damping support fixedly arranged between a ground beam and a foundation to buffer and consume the vibration brought to the high-rise building by the earthquake, the existing damping support is mainly formed by sequentially stacking steel plates and rubber layers, the vibration wave of the earthquake is divided into transverse wave and longitudinal wave, and when the longitudinal wave and the transverse wave of the earthquake jointly act to form surface wave diffusion.
The existing shock absorption support is too single in structure and cannot work in a shock-proof manner according to the waveform of seismic waves, so that the shock absorption effect is not ideal, the building cannot be protected to the maximum extent, when the house is subjected to seismic vibration, the shock absorption support can also directly suffer from seismic transverse sliding inclination to lose the shock absorption effect, and the building subjected to the seismic vibration cannot be continuously used due to the transverse inclination of the shock absorption support, so that the use requirement cannot be met.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving among the prior art damping support structure too single and can't carry out the work of taking precautions against earthquakes to the wave form of earthquake ripples and cause the shock attenuation effect unsatisfactory, can not furthest protect the building, when the house receives earthquake vibrations, thereby damping support also can directly receive earthquake vibrations lateral sliding slope and lose the cushioning effect, and the building that has received vibrations can't continue to use because damping support's lateral tilt, can not satisfy the problem of the needs of using, and the damping device of a high-rise building structure who provides.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a damping device of a high-rise building structure comprises a base, wherein bottom plates are fixedly mounted on two sides of the top of the base, moving grooves are formed in the tops of the two bottom plates, moving plates are slidably mounted in the two moving grooves, limiting holes are formed in the two moving plates, limiting rods are slidably mounted in the two limiting holes, two ends of each limiting rod are fixedly connected with the inner wall of one side of the corresponding moving groove, first buffer springs sleeved on the outer sides of the limiting rods are fixedly mounted on the sides, close to each other, of the moving plates, one ends, close to each other, of the two first buffer springs are fixedly connected with the inner wall of one side of the corresponding moving groove, buffer grooves are formed in the top ends of the two moving plates, buffer rods are slidably mounted in the two buffer grooves, the top ends of the two buffer rods extend to the upper portions of the corresponding moving plates and are fixedly mounted with buffer blocks, the same damping support is fixedly, the bottom of two shock-absorbing support is all fixed mounting to establish the second buffer spring in the buffer beam outside, two second buffer spring's bottom respectively with the top fixed connection of corresponding movable plate, shock-absorbing support drives two buffer beam through two buffer blocks and removes.
Preferably, the bottom of two buffer rods is all fixedly mounted with a return spring, the bottom of two return springs is respectively fixedly connected with the bottom inner wall of the corresponding buffer groove, and the two return springs play roles in buffering and damping.
Preferably, the equal fixed mounting in top both sides of base has the mounting panel, and the mounting groove has all been seted up to one side that two mounting panels are close to each other, and equal slidable mounting has the shock attenuation board in two mounting grooves, and the shock attenuation groove has all been seted up to the one end that two shock attenuation boards are close to each other, and equal slidable mounting has the shock attenuation pole in two shock attenuation grooves, and the one end that two shock attenuation poles are close to each other extends to the outside of corresponding shock attenuation board respectively and with one side fixed connection that two corresponding movable plates kept away from each other, and the removal of two movable plates drives two shock attenuation.
Preferably, the equal fixed mounting of one end that two shock attenuation poles kept away from has damping spring, and the one end that two damping spring kept away from each other respectively with one side inner wall fixed connection of corresponding shock attenuation groove, two damping spring play the absorbing effect of buffering.
Preferably, all seted up the locating hole on two shock attenuation boards, equal slidable mounting has the locating lever in two locating holes, and the top and the bottom of locating lever respectively with the top inner wall and the bottom inner wall fixed connection of corresponding mounting groove, two locating levers carry on spacingly to two shock attenuation boards.
Preferably, the fixed slot has all been seted up on the both sides inner wall of dashpot, and the equal fixed mounting in both sides of buffer beam has the fixed block, and two fixed blocks respectively with corresponding fixed slot sliding connection, two fixed blocks carry on spacingly to the buffer beam.
Compared with the prior art, the utility model provides a high-rise building structure's damping device possesses following beneficial effect:
1. according to the damping device of the high-rise building structure, when the damping support is subjected to longitudinal waves of earthquake waves, the damping support drives the two buffer blocks to move, the two buffer blocks compress the two second buffer springs, the two buffer springs absorb energy, the two buffer rods compress the two reset springs, the two reset springs absorb energy, meanwhile, the two fixed blocks limit the buffer rods, and the damping support is subjected to vertical damping and damping under the spring resilience acting forces of the limiting springs and the second buffer springs;
2. according to the damping device of the high-rise building structure, when the damping support is subjected to transverse waves of earthquake waves, the damping support drives the two buffer blocks to move, the two buffer rods drive the two moving plates to move, the two moving plates stretch or compress the first buffer spring, the first buffer spring absorbs energy, the two damping rods compress or stretch the damping spring, the damping spring absorbs energy, and the damping support can be subjected to horizontal direction buffering and damping through the first buffer spring and the damping spring;
and the part that does not relate to among the device all is the same with prior art or can adopt prior art to realize, the utility model discloses a first buffer spring and damping spring can carry out the horizontal direction buffering shock attenuation to shock-absorbing support, can carry out vertical direction buffering shock attenuation to shock-absorbing support through second buffer spring and reset spring for this high-rise building damping device can all play protection cushioning effect to the shear wave and the longitudinal wave of earthquake wave, can effectually protect the building from making this high-rise building damping device, has satisfied the needs that use.
Drawings
Fig. 1 is a schematic front view of a shock absorbing device for a high-rise building structure according to the present invention;
fig. 2 is a schematic structural view of part a of a shock absorbing device for a high-rise building structure according to the present invention;
fig. 3 is a schematic structural diagram of part B of a shock-absorbing device of a high-rise building structure according to the present invention.
In the figure: the damping device comprises a base 1, a bottom plate 2, a moving groove 3, a moving plate 4, a limiting hole 5, a limiting rod 6, a first damping spring 7, a damping groove 8, a damping rod 9, a damping block 10, a damping support 11, a second damping spring 12, a reset spring 13, a mounting plate 14, a mounting groove 15, a damping plate 16, a damping groove 17, a damping rod 18, a damping spring 19, a positioning hole 20 and a positioning rod 21.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
Referring to fig. 1-3, a shock-absorbing device for a high-rise building structure comprises a base 1, bottom plates 2 are fixedly installed on both sides of the top of the base 1, moving grooves 3 are respectively formed on the tops of the two bottom plates 2, moving plates 4 are respectively slidably installed in the two moving grooves 3, limiting holes 5 are respectively formed on the two moving plates 4, limiting rods 6 are respectively slidably installed in the two limiting holes 5, both ends of each limiting rod 6 are respectively fixedly connected with the inner wall of one side of the corresponding moving groove 3, first buffer springs 7 sleeved on the outer sides of the limiting rods 6 are respectively fixedly installed on the sides, close to each other, of the moving plates 4, buffer grooves 8 are respectively formed on the top ends of the two moving plates 4, buffer rods 9 are respectively slidably installed in the two buffer grooves 8, the top ends of the two buffer rods 9 respectively extend to the upper parts of the corresponding moving plates 4 and are fixedly installed with buffer blocks 10, the top fixed mounting of two buffer blocks 10 has same shock absorber support 11, and the equal fixed mounting in bottom of two shock absorber support 11 has the second buffer spring 12 of cover establishing in the buffer beam 9 outside, and the bottom of two second buffer spring 12 respectively with the top fixed connection of corresponding movable plate 4, shock absorber support 11 drives two buffer beam 9 through two buffer blocks 10 and removes.
The utility model discloses in, the equal fixed mounting in bottom of two buffer beam 9 has reset spring 13, two reset spring 13's bottom respectively with the bottom inner wall fixed connection of corresponding dashpot 8, two reset spring 13 play buffering and absorbing effect.
The utility model discloses in, the equal fixed mounting in base 1's top both sides has mounting panel 14, mounting groove 15 has all been seted up to one side that two mounting panels 14 are close to each other, equal slidable mounting has damping plate 16 in two mounting grooves 15, damping groove 17 has all been seted up to the one end that two damping plate 16 are close to each other, equal slidable mounting has shock absorber rod 18 in two damping groove 17, the one end that two shock absorber rods 18 are close to each other extends to the outside of corresponding damping plate 16 respectively and the one side fixed connection who keeps away from each other with two corresponding movable plates 4, two movable plates 4's removal drives two shock absorber rods 18 and removes.
The utility model discloses in, the equal fixed mounting of one end that two shock attenuation poles 18 were kept away from has damping spring 19, and two damping spring 19 one end of keeping away from each other respectively with one side inner wall fixed connection of corresponding damping tank 17, two damping spring 19 play the absorbing effect of buffering.
The utility model discloses in, all seted up locating hole 20 on two shock attenuation boards 16, equal slidable mounting has locating lever 21 in two locating holes 20, and the top of locating lever 21 and bottom respectively with the top inner wall and the bottom inner wall fixed connection of corresponding mounting groove 15, two locating levers 21 carry on spacingly to two shock attenuation boards 16.
The utility model discloses in, all seted up the fixed slot on the both sides inner wall of dashpot 8, the equal fixed mounting in both sides of buffer beam 9 has the fixed block, and two fixed blocks respectively with corresponding fixed slot sliding connection, two fixed blocks carry on spacingly to buffer beam 9.
In the utility model, when the shock absorption support 11 is used, when the shock absorption support 11 is subjected to the longitudinal wave of the earthquake wave, the shock absorption support 11 drives the two buffer blocks 10 to move, the two buffer blocks 10 compress the two second buffer springs 12, the two buffer springs 12 absorb energy, simultaneously, the two buffer blocks 10 drive the two buffer rods 9 to move, the two buffer rods 9 compress the two reset springs 13, the two reset springs 13 absorb energy, simultaneously, the two fixed blocks limit the buffer rods 9, the shock absorption support 11 is buffered in the vertical direction under the spring resilience acting force of the limit springs 13 and the second buffer springs 12, when the shock absorption support 11 is subjected to the transverse wave of the earthquake wave, the shock absorption support 11 drives the two buffer blocks 10 to move, the two buffer blocks 10 drive the two buffer rods 9 to move, the two buffer rods 9 drive the two movable plates 4 to move, the two movable plates 4 stretch or compress the first buffer springs 7, first buffer spring 7 energy-absorbing, and simultaneously, two movable plates 4 drive shock-absorbing rod 18 and remove, two shock-absorbing rod 18 compression or tensile damping spring 19, damping spring 19 energy-absorbing, can carry out horizontal direction buffering shock attenuation to shock-absorbing support 11 through first buffer spring 7 and damping spring 19, thereby can carry out horizontal direction buffering shock attenuation to shock-absorbing support 11 through first buffer spring 7 and damping spring 19, can carry out vertical direction buffering shock attenuation to shock-absorbing support 11 through second buffer spring 12 and reset spring 13, make this high-rise building damping device can all play protection cushioning effect to the shear wave and the longitudinal wave of seismic wave, can effectually protect the building from making this high-rise building damping device, the needs that use have been satisfied.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (6)
1. A damping device of a high-rise building structure comprises a base (1) and is characterized in that bottom plates (2) are fixedly mounted on two sides of the top of the base (1), moving grooves (3) are formed in the tops of the two bottom plates (2), moving plates (4) are slidably mounted in the two moving grooves (3), limiting holes (5) are formed in the two moving plates (4), limiting rods (6) are slidably mounted in the two limiting holes (5), two ends of each limiting rod (6) are fixedly connected with the inner wall of one side of the corresponding moving groove (3), first buffer springs (7) sleeved on the outer sides of the limiting rods (6) are fixedly mounted on the sides, close to each other, of the two first buffer springs (7) are fixedly connected with the inner wall of one side of the corresponding moving groove (3), buffer grooves (8) are formed in the top ends of the two moving plates (4), equal slidable mounting has buffer beam (9) in two dashpot (8), the top of two buffer beam (9) extends to the top and the fixed mounting of corresponding movable plate (4) respectively has buffer block (10), the top fixed mounting of two buffer block (10) has same shock absorber support (11), the equal fixed mounting in bottom of two shock absorber support (11) has the cover to establish second buffer spring (12) in the buffer beam (9) outside, the bottom of two second buffer spring (12) respectively with the top fixed connection of corresponding movable plate (4).
2. A shock-absorbing device for high-rise building structures according to claim 1, wherein the bottom ends of the two buffer rods (9) are fixedly provided with return springs (13), and the bottom ends of the two return springs (13) are fixedly connected with the bottom inner wall of the corresponding buffer groove (8).
3. The damping device for the high-rise building structure according to claim 1, wherein mounting plates (14) are fixedly mounted on both sides of the top of the base (1), mounting grooves (15) are formed in both sides of the two mounting plates (14) close to each other, damping plates (16) are slidably mounted in both the mounting grooves (15), damping grooves (17) are formed in both ends of the two damping plates (16) close to each other, damping rods (18) are slidably mounted in both the damping grooves (17), and one ends of the two damping rods (18) close to each other extend to the outer sides of the corresponding damping plates (16) and are fixedly connected with one sides of the two corresponding movable plates (4) away from each other.
4. A shock-absorbing device for a high-rise building structure according to claim 3, wherein shock-absorbing springs (19) are fixedly mounted at the ends far away from the shock-absorbing rods (18), and the ends far away from each other of the shock-absorbing springs (19) are fixedly connected with the inner wall of one side of the corresponding shock-absorbing groove (17).
5. The damping device for the high-rise building structure according to claim 3, wherein the two damping plates (16) are respectively provided with a positioning hole (20), a positioning rod (21) is slidably mounted in each positioning hole (20), and the top end and the bottom end of each positioning rod (21) are respectively fixedly connected with the top inner wall and the bottom inner wall of the corresponding mounting groove (15).
6. The shock absorbing device for the high-rise building structure according to claim 1, wherein fixing grooves are formed on inner walls of both sides of the buffer groove (8), fixing blocks are fixedly mounted on both sides of the buffer rod (9), and the two fixing blocks are respectively connected with the corresponding fixing grooves in a sliding manner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021471426.2U CN212772937U (en) | 2020-07-23 | 2020-07-23 | Damping device of high-rise building structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021471426.2U CN212772937U (en) | 2020-07-23 | 2020-07-23 | Damping device of high-rise building structure |
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| Publication Number | Publication Date |
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| CN212772937U true CN212772937U (en) | 2021-03-23 |
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| CN202021471426.2U Active CN212772937U (en) | 2020-07-23 | 2020-07-23 | Damping device of high-rise building structure |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113073808A (en) * | 2021-04-13 | 2021-07-06 | 盛年科技有限公司 | Shock insulation floor for precision instrument equipment room |
| CN113346390A (en) * | 2021-06-11 | 2021-09-03 | 艾克西斯自动化科技(苏州)有限公司 | Intelligent low-voltage distribution cabinet takes precautions against earthquakes |
| CN113464784A (en) * | 2021-06-01 | 2021-10-01 | 中建二局安装工程有限公司 | Electromechanical equipment room prefabricated component and assembly type construction method thereof |
| CN113802714A (en) * | 2021-09-30 | 2021-12-17 | 航天建筑设计研究院有限公司 | Shock attenuation formula foundation structure and shock attenuation formula building structure |
| CN114033063A (en) * | 2021-12-06 | 2022-02-11 | 华北水利水电大学 | Damping device for building engineering based on BIM assembly |
-
2020
- 2020-07-23 CN CN202021471426.2U patent/CN212772937U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113073808A (en) * | 2021-04-13 | 2021-07-06 | 盛年科技有限公司 | Shock insulation floor for precision instrument equipment room |
| CN113464784A (en) * | 2021-06-01 | 2021-10-01 | 中建二局安装工程有限公司 | Electromechanical equipment room prefabricated component and assembly type construction method thereof |
| CN113464784B (en) * | 2021-06-01 | 2023-11-10 | 中建二局安装工程有限公司 | Prefabricated component of electromechanical equipment room and assembly type construction method thereof |
| CN113346390A (en) * | 2021-06-11 | 2021-09-03 | 艾克西斯自动化科技(苏州)有限公司 | Intelligent low-voltage distribution cabinet takes precautions against earthquakes |
| CN113802714A (en) * | 2021-09-30 | 2021-12-17 | 航天建筑设计研究院有限公司 | Shock attenuation formula foundation structure and shock attenuation formula building structure |
| CN113802714B (en) * | 2021-09-30 | 2023-03-14 | 航天建筑设计研究院有限公司 | Shock attenuation formula foundation structure and shock attenuation formula building structure |
| CN114033063A (en) * | 2021-12-06 | 2022-02-11 | 华北水利水电大学 | Damping device for building engineering based on BIM assembly |
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Address after: 455000 No.159, Angang Avenue East, Yindu District, Anyang City, Henan Province Patentee after: Henan Water Planning, Design and Research Co.,Ltd. Address before: 455000 No.159, Angang Avenue East, Yindu District, Anyang City, Henan Province Patentee before: HENAN YUBEI SURVEY AND DESIGN INSTITUTE OF WATER CONSERVANCY CO.,LTD. |
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