CN214574812U - Three-dimensional shock isolation device and building - Google Patents

Three-dimensional shock isolation device and building Download PDF

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Publication number
CN214574812U
CN214574812U CN202022557639.3U CN202022557639U CN214574812U CN 214574812 U CN214574812 U CN 214574812U CN 202022557639 U CN202022557639 U CN 202022557639U CN 214574812 U CN214574812 U CN 214574812U
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CN
China
Prior art keywords
shock
column
post
isolation device
elastic rubber
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Expired - Fee Related
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CN202022557639.3U
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Chinese (zh)
Inventor
张梅松
王锦文
孙琳
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Zhubo Design Co ltd
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Zhubo Design Co ltd
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Priority to CN202022557639.3U priority Critical patent/CN214574812U/en
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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The utility model discloses a three-dimensional shock isolation device and building, including base plate and high damping rubber post, install the connecting plate around the base plate top, and the connecting plate top installs the antidetonation support, the inside steel sheet interlayer that is provided with of antidetonation support, and the inside shock absorption rubber layer that is provided with of steel sheet interlayer, steel sheet interlayer top is installed and is held the post, and holds the post both ends and be fixed with the slider, the spout has been seted up to the antidetonation support inner wall, the base plate middle part is connected with the shock attenuation post, and the inside elastic rubber that is provided with of shock attenuation post, the elastic rubber top is connected with the mounting panel. This three-dimensional shock isolation device and building mounting panel pass through the mutually supporting setting between shock-absorbing post and the elastic rubber for when through the shock attenuation of shock-resistant support, can promote the shock attenuation effect through shock-absorbing post and elastic rubber, and the shock-absorbing post setting is in elastic rubber's outside, thereby can restrict elastic rubber and can not take place the skew in the position when taking place deformation, stability when further promoting the device shock attenuation.

Description

Three-dimensional shock isolation device and building
Technical Field
The utility model relates to a three-dimensional shock isolation device technical field specifically is a three-dimensional shock isolation device and building.
Background
The isolation of the seismic energy is to isolate the structure from earthquakes or vibrations which may cause structural damage, and to protect the structure, and this isolation is generally achieved by increasing the flexibility of the system, which largely decouples the components from ground vibrations, and providing appropriate damping, which in combination with the dissipation of seismic energy, protects the structure.
The existing three-dimensional shock isolation device can only isolate shock in a single direction, and when special conditions occur, shock absorption can not be carried out in a multi-dimensional direction, so that life and property safety of living personnel is influenced, and the three-dimensional shock isolation device and a building are provided aiming at the conditions.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a three-dimensional shock isolation device and building to it can only be to single direction shock insulation to provide general three-dimensional shock isolation device in solving above-mentioned background art, and when the special circumstances takes place, can not carry out the shock attenuation to the multidimension direction, thereby influences the problem of personnel's the security of the lives and property of living.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a three-dimensional shock isolation device and building, includes the base plate and, the connecting plate is installed all around at base plate top, and installs anti-seismic support at connecting plate top, the inside steel sheet interlayer that is provided with of anti-seismic support, and the inside shock absorption rubber layer that is provided with of steel sheet interlayer, the bearing post is installed at steel sheet interlayer top, and bears the post both ends and be fixed with the slider, the spout has been seted up to anti-seismic support inner wall, the base plate middle part is connected with the shock attenuation post, and the inside elastic rubber that is provided with of shock attenuation post, the elastic rubber top is connected with the mounting panel, and the mounting panel surface sets up flutedly, spacing post is installed at the recess top, and the inside through-hole of having seted up of spacing post, the inside high damping rubber post that is provided with of through-hole, and high damping rubber post top is connected with the building panel.
Preferably, the connecting plates are distributed in an up-and-down symmetrical mode about the central axis of the anti-seismic support, and the anti-seismic support is distributed in a cylindrical mode.
Preferably, the steel plate interlayer and the damping rubber layer are in staggered distribution, and the steel plate interlayer and the damping rubber layer are mutually attached.
Preferably, the bearing column forms a sliding structure through the sliding block and the sliding groove, and the sliding blocks are uniformly distributed at equal intervals relative to the outer surface of the bearing column.
Preferably, the mounting plate forms a fixed structure through elastic rubber, shock absorber column and base plate, and is swing joint between elastic rubber and the shock absorber column.
Preferably, the through holes are uniformly distributed at equal intervals relative to the tops of the limiting columns, and the size of the outer opening of the high-damping rubber column is smaller than that of the inner opening of the through hole.
Preferably, the building board is fixedly connected with the high-damping rubber column, and the building board and the mounting board are distributed in a parallel manner.
Compared with the prior art, the beneficial effects of the utility model are that: this three-dimensional shock isolation device and building, through the base plate, the setting of mutually supporting between shock-resistant support and the mounting panel, make when taking place the special case, can reduce fore-and-aft vibrations through shock-resistant support, this shock-resistant support passes through the crisscross distribution between inside steel sheet interlayer and the shock-absorbing rubber layer, can enough promote shock-absorbing support's steadiness, the shock-absorbing rubber layer of cooperation inside simultaneously when taking place vibrations, it can follow the spout through the slider and slide to accept the post, can promote shock-absorbing capacity, the device's stability has further been promoted.
This three-dimensional shock isolation device and building, the mounting panel passes through the mutually supporting setting between shock-absorbing post and the elastic rubber for when through the shock attenuation of shock-resistant support, can promote the shock attenuation effect through shock-absorbing post and elastic rubber, and the shock-absorbing post setting is in elastic rubber's outside, thereby can restrict elastic rubber and can not take place the skew in the position when taking place deformation, stability when further promoting the device shock attenuation.
This three-dimensional seismic isolation device and building pass through the mutually supporting setting between mounting panel, spacing post, through-hole and the high damping rubber post for when taking place vibrations with high damping rubber post fixed connection's building board, the building board can rock along with the vibrations direction with high damping rubber post, thereby can reduce the damage of vibrations to the building.
Drawings
FIG. 1 is a schematic view of the front view of the internal structure of the present invention;
FIG. 2 is a schematic view of the internal structure of the anti-seismic support of the present invention;
fig. 3 is the structural schematic diagram of the utility model discloses antidetonation support overlooks.
In the figure: 1. a substrate; 2. a connecting plate; 3. an anti-seismic support; 4. a steel plate interlayer; 5. a damping rubber layer; 6. a support post; 7. a slider; 8. a chute; 9. a shock-absorbing post; 10. an elastic rubber; 11. mounting a plate; 12. a groove; 13. a limiting column; 14. a through hole; 15. a high damping rubber column; 16. a building panel.
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. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-3, the present invention provides a technical solution: a three-dimensional shock isolation device and a building comprise a base plate 1 and high-damping rubber columns 15, wherein connecting plates 2 are arranged on the periphery of the top of the base plate 1, shock-resistant supports 3 are arranged on the tops of the connecting plates 2, the connecting plates 2 are vertically symmetrically distributed relative to the central axis of the shock-resistant supports 3, the shock-resistant supports 3 are cylindrically distributed, and the base plate 1 and the shock-resistant supports 3 are mutually matched, so that when special conditions occur, the shock of the device in the vertical direction can be reduced through the shock-resistant supports 3, and the stability of the bottom can be improved;
a steel plate interlayer 4 is arranged in the anti-seismic support 3, a damping rubber layer 5 is arranged in the steel plate interlayer 4, a bearing column 6 is arranged at the top of the steel plate interlayer 4, and the two ends of the bearing column 6 are fixed with sliding blocks 7, the inner wall of the anti-seismic support 3 is provided with a sliding chute 8, the steel plate interlayer 4 and the damping rubber layer 5 are distributed in a staggered way, the steel plate interlayer 4 and the damping rubber layer 5 are mutually attached, the bearing column 6 forms a sliding structure through the sliding block 7 and the sliding groove 8, the sliding blocks 7 are uniformly distributed at equal intervals on the outer surface of the bearing column 6, the anti-seismic support 3 is distributed in a staggered manner through the inner steel plate interlayer 4 and the damping rubber layer 5, the stability of the anti-seismic support 3 can be improved, meanwhile, when the damping rubber layer 5 inside the bearing column is matched to vibrate, the bearing column 6 can slide along the sliding groove 8 through the sliding block 7, so that the damping capacity can be improved, and the stability of the device is further improved;
the middle of the substrate 1 is connected with a damping column 9, elastic rubber 10 is arranged inside the damping column 9, a mounting plate 11 passes through the elastic rubber 10, a fixed structure is formed between the damping column 9 and the substrate 1, the elastic rubber 10 is movably connected with the damping column 9, the mounting plate 11 is arranged through the mutual matching between the damping column 9 and the elastic rubber 10, so that the damping effect can be improved through the damping column 9 and the elastic rubber 10 while the damping is carried out through the anti-seismic support 3, the damping column 9 is arranged outside the elastic rubber 10, the position of the elastic rubber 10 can be prevented from deviating when the elastic rubber 10 deforms, and the stability of the device during damping is further improved;
the top of the elastic rubber 10 is connected with a mounting plate 11, the surface of the mounting plate 11 is provided with a groove 12, the top of the groove 12 is provided with a limit post 13, a through hole 14 is arranged in the limiting column 13, a high damping rubber column 15 is arranged in the through hole 14, and the top of the high damping rubber column 15 is connected with a building board 16, the through holes 14 are evenly distributed with equal distance about the top of the spacing column 13, the size of the outer opening of the high damping rubber column 15 is smaller than that of the inner opening of the through hole 14, the building board 16 is fixedly connected with the high damping rubber column 15, the building board 16 is distributed in parallel with the mounting board 11, through the mutual matching arrangement of the mounting plate 11, the limiting column 13, the through hole 14 and the high damping rubber column 15, when the building board 16 fixedly connected with the high-damping rubber column 15 vibrates, the building board 16 and the high-damping rubber column 15 can shake along the vibration direction, so that the damage of the vibration to a building can be reduced.
The working principle is as follows: when the three-dimensional shock isolation device and a building are used, the device is firstly installed in a shock-resistant layer below the building, when shock occurs, the shock in the vertical direction of the device can be reduced through the mutual matching arrangement between the base plate 1 and the shock-resistant support 3, so that the bottom stability can be improved, the shock-resistant support 3 can improve the stability of the shock-resistant support 3 through the staggered distribution between the inner steel plate interlayer 4 and the shock-absorbing rubber layer 5, and simultaneously, the bearing column 6 can slide along the sliding chute 8 through the sliding block 7 when the shock-absorbing rubber layer 5 in the shock occurs, so that the shock-absorbing capacity can be improved, the stability of the device is further improved, and simultaneously, the shock-absorbing column 9 and the elastic rubber 10 are matched, so that when shock is absorbed through the shock-resistant support 3, the shock-absorbing effect can be improved through the shock-absorbing column 9 and the elastic rubber 10, and the shock-absorbing column 9 is arranged outside the elastic rubber 10, thereby can restrict the elastic rubber 10 and can not take place the skew in the position when taking place deformation, stability when further promoting the device shock attenuation, last through mounting panel 11, spacing post 13, through-hole 14 and the high damping rubber post 15 between mutually supporting the setting for building panel 16 with high damping rubber post 15 fixed connection when taking place vibrations, building panel 16 can rock along with the vibrations direction with high damping rubber post 15, thereby can reduce the damage of vibrations to the building.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (7)

1. The utility model provides a three-dimensional shock isolation device and building, includes base plate (1) and high damping rubber post (15), its characterized in that: the shock absorber is characterized in that connecting plates (2) are installed on the periphery of the top of the base plate (1), a shock-proof support (3) is installed at the top of the connecting plates (2), a steel plate interlayer (4) is arranged inside the shock-proof support (3), a damping rubber layer (5) is arranged inside the steel plate interlayer (4), a bearing column (6) is installed at the top of the steel plate interlayer (4), sliders (7) are fixed at two ends of the bearing column (6), a sliding groove (8) is formed in the inner wall of the shock-proof support (3), a damping column (9) is connected to the middle of the base plate (1), elastic rubber (10) is arranged inside the damping column (9), a mounting plate (11) is connected to the top of the elastic rubber (10), a groove (12) is formed in the surface of the mounting plate (11), a limiting column (13) is installed at the top of the groove (12), and a through hole (14) is formed in the limiting column (13), the high-damping rubber column (15) is arranged inside the through hole (14), and the top of the high-damping rubber column (15) is connected with a building board (16).
2. The three-dimensional seismic isolation device and the building according to claim 1, wherein: the connecting plates (2) are distributed in an up-and-down symmetrical mode about the central axis of the anti-seismic support (3), and the anti-seismic support (3) is distributed in a cylindrical mode.
3. The three-dimensional seismic isolation device and the building according to claim 1, wherein: the steel plate interlayer (4) and the damping rubber layer (5) are distributed in a staggered mode, and the steel plate interlayer (4) and the damping rubber layer (5) are attached to each other.
4. The three-dimensional seismic isolation device and the building according to claim 1, wherein: the bearing column (6) forms a sliding structure through the sliding block (7) and the sliding groove (8), and the sliding blocks (7) are uniformly distributed at equal intervals relative to the outer surface of the bearing column (6).
5. The three-dimensional seismic isolation device and the building according to claim 1, wherein: the mounting plate (11) is of a fixed structure formed between the elastic rubber (10), the shock absorption column (9) and the base plate (1), and the elastic rubber (10) is movably connected with the shock absorption column (9).
6. The three-dimensional seismic isolation device and the building according to claim 1, wherein: the through holes (14) are uniformly distributed at equal intervals relative to the tops of the limiting columns (13), and the size of the outer opening of each high-damping rubber column (15) is smaller than that of the inner opening of each through hole (14).
7. The three-dimensional seismic isolation device and the building according to claim 1, wherein: the building board (16) is fixedly connected with the high-damping rubber column (15), and the building board (16) and the mounting plate (11) are distributed in a parallel manner.
CN202022557639.3U 2020-11-04 2020-11-04 Three-dimensional shock isolation device and building Expired - Fee Related CN214574812U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022557639.3U CN214574812U (en) 2020-11-04 2020-11-04 Three-dimensional shock isolation device and building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022557639.3U CN214574812U (en) 2020-11-04 2020-11-04 Three-dimensional shock isolation device and building

Publications (1)

Publication Number Publication Date
CN214574812U true CN214574812U (en) 2021-11-02

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CN202022557639.3U Expired - Fee Related CN214574812U (en) 2020-11-04 2020-11-04 Three-dimensional shock isolation device and building

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114961004A (en) * 2022-01-11 2022-08-30 滁州职业技术学院 Honeycomb structure shock isolation device based on building
CN117344586A (en) * 2023-11-16 2024-01-05 广东省建筑设计研究院有限公司 Underground track vibration reduction method and structure system based on vibration reduction steel pipe pile

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114961004A (en) * 2022-01-11 2022-08-30 滁州职业技术学院 Honeycomb structure shock isolation device based on building
CN117344586A (en) * 2023-11-16 2024-01-05 广东省建筑设计研究院有限公司 Underground track vibration reduction method and structure system based on vibration reduction steel pipe pile
CN117344586B (en) * 2023-11-16 2024-05-10 广东省建筑设计研究院有限公司 Underground track vibration reduction method and structure system based on vibration reduction steel pipe pile

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