CN111962700A - Anti-swing oblique three-dimensional shock isolation system - Google Patents
Anti-swing oblique three-dimensional shock isolation system Download PDFInfo
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- CN111962700A CN111962700A CN202010772507.4A CN202010772507A CN111962700A CN 111962700 A CN111962700 A CN 111962700A CN 202010772507 A CN202010772507 A CN 202010772507A CN 111962700 A CN111962700 A CN 111962700A
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- connecting frame
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/36—Bearings or like supports allowing movement
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, 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
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Environmental & Geological Engineering (AREA)
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- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses an anti-swing oblique three-dimensional shock insulation system which comprises an upper cover plate, a connecting frame, an anti-swing assembly and a first oblique three-dimensional shock insulation support; the upper cover plate is arranged above the connecting frame, and a plurality of first rubber laminated supports are arranged between the connecting frame and the upper cover plate; the connecting frame is arranged above the anti-swing assembly and the first oblique three-dimensional shock insulation support; the quantity of anti pendulum subassembly is at least four, and at least four anti pendulum subassemblies are the array distribution, and anti pendulum subassembly sets up in the connecting frame below and for the shock insulation that the connecting frame provided vertical direction. At least four anti-swing components set up respectively in the peripheral corner of the below of connecting frame, can provide anti ability of swaing for connecting frame, use four (or more) anti-swing components to set up respectively in four corners of connecting frame can obviously improve the holistic anti ability of swaing of antidetonation system to the anti performance of swaing of connecting frame and upper cover plate can effectual reinforcing of the design of a plurality of anti-swing components.
Description
Technical Field
The invention relates to the technical field of shock insulation, in particular to an anti-swing oblique three-dimensional shock insulation system.
Background
The type of three-dimensional shock insulation that is applied to in the engineering at present mainly adopts single support to assemble, contains vertical shock insulation and horizontal shock insulation in the single equipment support, nevertheless because vertical shock insulation support is for horizontal shock insulation support, its is bulky, occupies space, at the in-process of realizing building shock insulation, and it is unfavorable for the support to distribute, does not have functions such as anti rocking yet. Current three-dimensional shock insulation is usually realized through single equipment support, and ordinary three-dimensional shock insulation support does not have the performance of better anti rocking, when building or large-scale apparatus vibrations, the level of system and vertical can receive different effort, and the effort of horizontal direction and the effort of vertical direction can produce the coupling to lead to shock insulation system to take place to rock, when taking place to rock, need have stronger anti pendulum subassembly in order to avoid the shock insulation system to damage.
Disclosure of Invention
The technical problem to be solved by the invention is as follows: the utility model provides an anti sway slant three-dimensional shock insulation system to solve one or more technical problems that exist in the prior art, provides at least one useful selection or creates the condition.
The solution of the invention for solving the technical problem is as follows:
an anti-swing oblique three-dimensional shock isolation system comprises an upper cover plate, a connecting frame, an anti-swing assembly and a first oblique three-dimensional shock isolation support; the upper cover plate is arranged above the connecting frame, and a plurality of first rubber laminated supports are arranged between the connecting frame and the upper cover plate; the connecting frame is arranged above the anti-swing assembly and the first oblique three-dimensional shock insulation support, and is connected with the anti-swing assembly and the first oblique three-dimensional shock insulation support; the number of the anti-sway components is at least two, and a plurality of the anti-sway components are linearly arranged and distributed, or the number of the anti-sway components is at least four, and a plurality of the anti-sway components are distributed in a matrix manner; the first oblique three-dimensional shock insulation support comprises an upper structure, a lower foundation bearing platform, a connecting angle block and a vertical shock insulation support; the number of the connecting angle blocks corresponds to that of the vertical shock insulation supports one by one, the connecting angle blocks are triangular prisms, the upper surfaces of the connecting angle blocks are connected with the upper structure in a sliding mode, and the connecting angle blocks are fixedly connected with the corresponding vertical shock insulation supports; the lower end of the vertical shock insulation support is fixedly connected with the lower base bearing platform, the upper surface of the lower base bearing platform comprises inclined planes, the inclined planes correspond to the vertical shock insulation support one to one, the inclination angle of each inclined plane is the same as that of the corresponding connecting corner block, and the upper structure is fixedly connected with the connecting frame.
Through the scheme, the anti-swing components are arranged at four corners below the connecting frame respectively, so that vertical shock insulation can be provided for the connecting frame, compared with the mode that the anti-swing components are not used, the anti-swing performance of the whole anti-swing system can be obviously improved by arranging the four anti-swing components at the four corners of the connecting frame respectively, and the anti-swing performance of the connecting frame and the upper cover plate can be effectively enhanced through the design of the anti-swing components; the first oblique three-dimensional isolation bearing can play a role in assisting an anti-seismic system to perform vertical isolation in the system, can effectively improve the stability of the connecting frame, and can play a certain supporting role in the connecting frame.
As a further improvement of the above technical solution, the upper cover plate is rectangular, the connecting frame is a rectangular frame formed by four connecting beams, the number of the anti-sway components is four, and the four anti-sway components are respectively arranged at four corners of the connecting frame.
As a further improvement of the technical scheme, a middle connecting beam is further arranged below the upper cover plate, two ends of the middle connecting beam are fixedly connected with the two connecting cross beams respectively, the middle connecting beam is provided with a plurality of middle connecting beams, the middle connecting beams are arranged in a staggered mode, a second oblique three-dimensional isolation bearing is arranged below the middle connecting beam, the structure of the second oblique three-dimensional isolation bearing is the same as that of the first oblique three-dimensional isolation bearing, and the upper structure of the second oblique three-dimensional isolation bearing is connected with the middle connecting beam.
Through the scheme, the rigidity of the whole connecting frame is improved by the middle connecting beam.
As a further improvement of the above technical solution, the anti-sway assembly includes two fixed feet and two third rubber laminated supports, the fixed feet include a fixed plate and a connecting plate, the two fixed feet are respectively connected with the outer peripheral surfaces of the two adjacent connecting beams through the corresponding third rubber laminated supports, the fixed plate and the connecting plate form an "L" -shaped structure, and two ends of the third rubber laminated support are respectively fixedly connected with the connecting plate and the connecting beams.
As a further improvement of the above technical scheme, the anti-swing assembly comprises a vertical support, the vertical support comprises a lower base, an upper cylinder, a connecting column and a plurality of second laminated rubber supports, the connecting column is fixedly connected with the lower base, the connecting column is arranged in the upper cylinder and keeps a certain space distance with the upper cylinder, and two ends of the plurality of second laminated rubber supports are respectively and fixedly connected with the inner side wall of the upper cylinder and the side wall of the connecting column; and two ends of the connecting beam are respectively and fixedly connected with the outer side walls of the two adjacent upper cylinders.
The invention is used in the technical field of shock insulation.
Drawings
In order to more clearly illustrate the technical solution in the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly described below. It is clear that the described figures are only some embodiments of the invention, not all embodiments, and that a person skilled in the art can also derive other designs and figures from them without inventive effort.
FIG. 1 is a schematic overall structure diagram of a first embodiment of the present invention;
FIG. 2 is an enlarged partial schematic view of portion A of FIG. 1;
FIG. 3 is a schematic view of the overall structure of the embodiment of the present invention with the upper cover plate removed;
FIG. 4 is a schematic overall structure diagram of a second embodiment of the present invention;
FIG. 5 is a schematic sectional view of a vertical support according to a second embodiment of the present invention;
fig. 6 is a schematic overall structure diagram of a third embodiment of the present invention.
In the figure, 100, an upper cover plate; 200. a connecting frame; 210. connecting the cross beam; 300. a first oblique three-dimensional shock insulation support; 310. a superstructure; 320. a lower base platform; 330. connecting the corner blocks; 340. a vertical shock insulation support; 400. a first rubber laminate support; 510; a fixing leg; 511. a fixing plate; 512. a connecting plate; 520. a third rubber laminated support; 530. a vertical support; 531. a lower base; 532. an upper cylinder body; 533. connecting columns; 534. a second laminated rubber mount; 600. a middle connecting beam; 700. and the second oblique three-dimensional shock insulation support.
Detailed Description
The conception, the specific structure, and the technical effects produced by the present invention will be clearly and completely described below in conjunction with the embodiments and the accompanying drawings to fully understand the objects, the features, and the effects of the present invention. It is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and those skilled in the art can obtain other embodiments without inventive effort based on the embodiments of the present invention, and all embodiments are within the protection scope of the present invention. In addition, all the coupling/connection relationships mentioned herein do not mean that the components are directly connected, but mean that a better coupling structure can be formed by adding or reducing coupling accessories according to specific implementation conditions. All technical characteristics in the invention can be interactively combined on the premise of not conflicting with each other.
The first embodiment is as follows:
referring to fig. 1 to 3, an anti-sway oblique three-dimensional seismic isolation system includes an upper cover plate 100, a connection frame 200, an anti-sway assembly, and a first oblique three-dimensional seismic isolation mount 300. The upper cover plate 100 is a square steel plate. The connecting frame 200 includes four connecting beams 210, and the four connecting beams 210 are connected end to form a square frame. The upper cover plate 100 is disposed above the connecting frame 200, a plurality of first rubber laminated mounts 400 are disposed between the connecting frame 200 and the upper cover plate 100, and two ends of the first rubber laminated mounts 400 are respectively fixedly connected to the connecting beam 210 and the upper cover plate 100.
The connection frame 200 is disposed above the anti-sway assembly and the first oblique three-dimensional seismic isolation bearing 300; the number of the anti-swing components is four, and the four anti-swing components are distributed in a rectangular shape. The anti-swing assembly comprises two fixing legs 510 and two third rubber laminated supports 520, the two fixing legs 510 are respectively connected with the outer peripheral surfaces of the two adjacent connecting beams 210 through the corresponding third rubber laminated supports 520, each fixing leg 510 comprises a fixing plate 511 and a connecting plate 512, the fixing plate 511 and the connecting plate 512 form an L-shaped structure, and two ends of each third rubber laminated support 520 are respectively fixedly connected with the connecting plate 512 and the connecting beam 210.
The first oblique three-dimensional seismic isolation support 300 comprises an upper structure 310, a lower foundation bearing platform 320, a connecting angle block 330 and a vertical seismic isolation support 340; the number of the connecting angle blocks 330 and the number of the vertical shock-isolation supports 340 are respectively two, the connecting angle blocks 330 are triangular prisms, the upper surfaces of the connecting angle blocks 330 are connected with the upper structure 310 in a sliding mode, and the two connecting angle blocks 330 are respectively fixedly connected with the corresponding vertical shock-isolation supports 340; the vertical shock-isolation support 340 is fixedly connected with the lower base bearing platform 320, the upper surface of the lower base bearing platform 320 comprises two inclined surfaces, the inclination angles of the two inclined surfaces are the same as the inclination angle of the connecting angle block 330, and the upper structure 310 of the first inclined three-dimensional shock-isolation support 300 is fixedly connected with the lower surface of the connecting cross beam 210.
The middle connecting beam 600 is further arranged below the upper cover plate 100, two ends of the middle connecting beam 600 are respectively fixedly connected with the two connecting cross beams 210, the number of the middle connecting beams 600 is two, the two middle connecting beams 600 are mutually crossed to form a cross-shaped framework, and a first rubber laminated support 400 is arranged at the crossed position of the two middle connecting beams 600. A second oblique three-dimensional isolation bearing 700 is arranged below the middle connecting beam 600, the structure of the second oblique three-dimensional isolation bearing 700 is the same as that of the first oblique three-dimensional isolation bearing 300, and the upper structure 310 of the second oblique three-dimensional isolation bearing 700 is connected with the middle connecting beam 600.
Example two:
referring to fig. 4 and 5, different from the first embodiment, the connection frame 200 of the present embodiment includes four connection beams 210, the anti-sway assembly includes a vertical support 530, the vertical support 530 includes a lower base 531, an upper cylinder 532, a connection column 533 and a plurality of second laminated rubber supports 534, the connection column 533 is fixedly connected to the lower base 531, the connection column 533 is disposed in the upper cylinder 532 and slides in the upper cylinder 532, and two ends of the plurality of second laminated rubber supports 534 are respectively fixedly connected to an inner sidewall of the upper cylinder 532 and a sidewall of the connection column 533. Two ends of the connecting beam 210 are respectively and fixedly connected with the outer side walls of the two adjacent upper cylinders 532. The first rubber laminate holders 400 positioned at the four corners of the upper cover plate 100 are fixedly coupled to the upper end of the upper cylinder 532.
Example three:
referring to fig. 6, unlike the first embodiment, a placing groove is formed in a lower surface of the connecting beam 210 of the present embodiment, an upper portion of the first oblique three-dimensional seismic isolation bearing 300 is disposed in the placing groove, and an upper surface of the upper structure is fixedly connected to a groove bottom of the placing groove.
While the preferred embodiments of the present invention have been illustrated and described, it will be understood by those skilled in the art that the present invention is not limited to the details of the embodiments shown and described, but is capable of numerous equivalents and substitutions without departing from the spirit of the invention as set forth in the claims appended hereto.
Claims (5)
1. The utility model provides an anti slant three-dimensional shock insulation system that sways which characterized in that: the anti-sway device comprises an upper cover plate (100), a connecting frame (200), an anti-sway component and a first oblique three-dimensional shock-insulation support (300); the upper cover plate (100) is arranged above the connecting frame (200), and a plurality of first rubber laminated supports (400) are arranged between the connecting frame (200) and the upper cover plate (100); the connecting frame (200) is arranged above the anti-swing assembly and the first oblique three-dimensional shock-insulation support (300), and the connecting frame (200) is connected with the anti-swing assembly and the first oblique three-dimensional shock-insulation support (300); the number of the anti-sway components is at least two, and a plurality of the anti-sway components are linearly arranged and distributed, or the number of the anti-sway components is at least four, and a plurality of the anti-sway components are distributed in a matrix manner; the first oblique three-dimensional shock-insulation support (300) comprises an upper structure (310), a lower foundation bearing platform (320), a connecting angle block (330) and a vertical shock-insulation support (340); the number of the connecting angle blocks (330) corresponds to that of the vertical shock-insulation supports (340) one by one, the connecting angle blocks (330) are triangular prisms, the upper surfaces of the connecting angle blocks (330) are connected with the upper structure (310) in a sliding mode, and the connecting angle blocks (330) are fixedly connected with the corresponding vertical shock-insulation supports (340); the lower end of the vertical shock-insulation support (340) is fixedly connected with the lower basic bearing platform (320), the upper surface of the lower basic bearing platform (320) comprises inclined planes, the inclined planes correspond to the vertical shock-insulation support (340) one to one, the inclined angles of the inclined planes are the same as the inclined angles of the corresponding connecting corner blocks (330), and the upper structure (310) is fixedly connected with the connecting frame (200).
2. The anti-sway oblique three-dimensional seismic isolation system of claim 1, wherein: the shape of upper cover plate (100) sets up to the rectangle, connecting frame (200) is the rectangular frame who constitutes by four connecting beam (210), the quantity of anti pendulum subassembly sets up to four, four anti pendulum subassembly sets up respectively in the four corners of connecting frame (200).
3. The anti-sway oblique three-dimensional seismic isolation system of claim 1, wherein: the upper cover plate (100) below still is provided with middle part tie-beam (600), the both ends of middle part tie-beam (600) respectively with two be connected crossbeam (210) fixed connection, middle part tie-beam (600) are provided with a plurality of, a plurality of middle part tie-beam (600) crisscross setting, the below of middle part tie-beam (600) is provided with second slant three-dimensional isolation bearing (700), the structure of second slant three-dimensional isolation bearing (700) is the same with the structure of first slant three-dimensional isolation bearing (300), superstructure (310) and middle part tie-beam (600) of second slant three-dimensional isolation bearing (700) are connected.
4. The anti-sway oblique three-dimensional seismic isolation system of claim 1, wherein: the anti-swing assembly comprises two fixing feet (510) and two third rubber laminated supports (520), each fixing foot (510) comprises a fixing plate (511) and a connecting plate (512), the fixing feet (510) are connected with the outer peripheral surfaces of two adjacent connecting beams (210) through the corresponding third rubber laminated supports (520), the fixing plates (511) and the connecting plates (512) form an L-shaped structure, and two ends of each third rubber laminated support (520) are fixedly connected with the connecting plates (512) and the connecting beams (210) respectively.
5. The anti-sway oblique three-dimensional seismic isolation system of claim 1, wherein: the anti-swing assembly comprises a vertical support (530), the vertical support (530) comprises a lower base (531), an upper barrel (532), a connecting column (533) and a plurality of second laminated rubber supports (534), the connecting column (533) is fixedly connected with the lower base (531), the connecting column (533) is arranged in the upper barrel (532) and slides in the upper barrel (532), and two ends of the plurality of second laminated rubber supports (534) are respectively and fixedly connected with the inner side wall of the upper barrel (532) and the side wall of the connecting column (533); two ends of the connecting beam (210) are respectively and fixedly connected with the outer side walls of the two adjacent upper cylinders (532).
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
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CN202010772507.4A CN111962700A (en) | 2020-08-04 | 2020-08-04 | Anti-swing oblique three-dimensional shock isolation system |
PCT/CN2021/081692 WO2022027973A1 (en) | 2020-08-04 | 2021-03-19 | Anti-sway oblique three-dimensional seismic isolation system |
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CN202010772507.4A CN111962700A (en) | 2020-08-04 | 2020-08-04 | Anti-swing oblique three-dimensional shock isolation system |
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CN202010772507.4A Pending CN111962700A (en) | 2020-08-04 | 2020-08-04 | Anti-swing oblique three-dimensional shock isolation system |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2022027973A1 (en) * | 2020-08-04 | 2022-02-10 | 上海大学 | Anti-sway oblique three-dimensional seismic isolation system |
CN114508179A (en) * | 2022-02-25 | 2022-05-17 | 广州大学 | Three-dimensional shock insulation layer |
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CN115045552B (en) * | 2022-06-01 | 2023-09-15 | 新疆德浩恒源建筑工程有限公司 | High-rise building vibration isolation and absorption device and method |
CN115182475B (en) * | 2022-07-06 | 2023-12-22 | 广州大学 | Three-dimensional shock isolation system with variable slope quasi-zero rigidity vertical shock isolation characteristic |
CN115262793B (en) * | 2022-08-09 | 2023-06-27 | 广州大学 | Swing type shock insulation support for pillar power equipment |
CN115749406B (en) * | 2022-10-03 | 2024-07-02 | 北京工业大学 | Self-resetting anti-swing three-dimensional shock insulation friction pendulum support |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
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CN104481046B (en) * | 2014-12-03 | 2017-06-06 | 上海大学 | A kind of oblique slip damping energy dissipation three-dimensional shock isolation support |
CN205153176U (en) * | 2015-11-26 | 2016-04-13 | 广州大学 | Novel three -dimensional shock isolation device with great vertical quiet rigidity |
CN205242632U (en) * | 2015-12-11 | 2016-05-18 | 西安达盛隔震技术有限公司 | Vertical isolation bearing of frictional damping |
CN107401313B (en) * | 2017-09-14 | 2023-03-31 | 华北理工大学 | Three-dimensional shock-insulation anti-deformation device and construction method |
WO2019075959A1 (en) * | 2017-10-18 | 2019-04-25 | 同济大学 | Three-dimensional shock/vibration isolation support with self-adaptive stiffness characteristic |
CN212534612U (en) * | 2020-08-04 | 2021-02-12 | 上海大学 | Anti-swing oblique three-dimensional shock isolation system |
CN111962700A (en) * | 2020-08-04 | 2020-11-20 | 上海大学 | Anti-swing oblique three-dimensional shock isolation system |
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2020
- 2020-08-04 CN CN202010772507.4A patent/CN111962700A/en active Pending
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2021
- 2021-03-19 WO PCT/CN2021/081692 patent/WO2022027973A1/en active Application Filing
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2022027973A1 (en) * | 2020-08-04 | 2022-02-10 | 上海大学 | Anti-sway oblique three-dimensional seismic isolation system |
CN114508179A (en) * | 2022-02-25 | 2022-05-17 | 广州大学 | Three-dimensional shock insulation layer |
CN114508179B (en) * | 2022-02-25 | 2022-09-09 | 广州大学 | Three-dimensional shock insulation layer |
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