A three-dimensional anti-sway oblique seismic isolation system

Abstract

The present invention discloses an anti-sway oblique three-dimensional seismic isolation system, comprising an upper cover plate, a connecting frame, an anti-sway component and a first oblique three-dimensional seismic 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-sway component and the first oblique three-dimensional seismic isolation support; the number of the anti-sway components is at least four, and at least four anti-sway components are distributed in an array, and the anti-sway component is arranged below the connecting frame and provides vertical seismic isolation for the connecting frame. At least four anti-sway components are respectively arranged at the peripheral corners below the connecting frame, which can provide anti-sway capability for the connecting frame. The use of four (or more) anti-sway components respectively arranged at the four corners of the connecting frame can significantly improve the overall anti-sway capability of the seismic system, and the design of multiple anti-sway components can effectively enhance the anti-sway performance of the connecting frame and the upper cover plate.

Description

Technical Field

[0001] The invention relates to the technical field of seismic isolation, in particular to an anti-swaying oblique three-dimensional seismic isolation system. Background Art

[0002] The type of three-dimensional seismic isolation currently used in engineering is mainly assembled with a single support. A single assembled support contains vertical seismic isolation and horizontal seismic isolation. However, compared with horizontal seismic isolation supports, vertical seismic isolation supports are larger in size and occupy more space. In the process of implementing building seismic isolation, they are not conducive to the distribution of supports and do not have anti-sway functions. Existing three-dimensional seismic isolation is usually achieved through a single assembled support. Ordinary three-dimensional seismic isolation supports do not have good anti-sway performance. When a building or large equipment vibrates, the system will be subjected to different forces in the horizontal and vertical directions. The horizontal force and the vertical force will be coupled, causing the seismic isolation system to sway. When swaying occurs, a strong anti-sway component is required to avoid damage to the seismic system. Summary of the invention

[0003] The technical problem to be solved by the present invention is to provide an anti-sway oblique three-dimensional seismic isolation system to solve one or more technical problems existing in the prior art and at least provide a beneficial choice or create conditions.

[0004] The solution of the present invention to solve its technical problem is:

[0005] An anti-sway oblique three-dimensional seismic isolation system comprises an upper cover plate, a connecting frame, an anti-sway component and a first oblique three-dimensional seismic 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-sway component and the first oblique three-dimensional seismic isolation support, and the connecting frame is connected to the anti-sway component and the first oblique three-dimensional seismic isolation support; the number of the anti-sway components is at least two, and the plurality of the anti-sway components are arranged in a straight line, or the number of the anti-sway components is at least four, and the plurality of the anti-sway components are arranged in a matrix; the first oblique three The vertical seismic isolation bearing includes an upper structure, a lower foundation pedestal, a connecting corner block, and a vertical seismic isolation bearing; the number of the connecting corner blocks and the vertical seismic isolation bearings correspond one to one, the connecting corner blocks are triangular prisms, the upper surfaces of the connecting corner blocks are slidingly connected to the upper structure, and the connecting corner blocks are fixedly connected to the corresponding vertical seismic isolation bearings; the lower ends of the vertical seismic isolation bearings are fixedly connected to the lower foundation pedestal, the upper surface of the lower foundation pedestal includes an inclined surface, the inclined surface corresponds one to one to the vertical seismic isolation bearings, the inclination angle of the inclined surface is the same as the inclination angle of the corresponding connecting corner blocks, and the upper structure is fixedly connected to the connecting frame.

[0006] Through the above scheme, at least four anti-sway components are respectively arranged at the four corners below the connecting frame, which can provide vertical seismic isolation for the connecting frame. Compared with not using anti-sway components, the use of four anti-sway components respectively arranged at the four corners of the connecting frame can significantly improve the overall anti-sway performance of the seismic system, and the design of multiple anti-sway components can effectively enhance the anti-sway performance of the connecting frame and the upper cover plate; the first oblique three-dimensional seismic isolation bearing can play a role in assisting the seismic system to perform vertical seismic isolation in the system, the first oblique three-dimensional seismic isolation bearing can effectively improve the stability of the connecting frame, and the first oblique three-dimensional seismic isolation bearing can play a certain supporting role for the connecting frame.

[0007] As a further improvement of the above technical solution, the shape of the upper cover plate is set to be a rectangle, the connecting frame is a rectangular frame composed of four connecting beams, the number of the anti-swing components is set to four, and the four anti-swing components are respectively arranged at the four corners of the connecting frame.

[0008] As a further improvement of the above technical solution, a middle connecting beam is also arranged under the upper cover plate, and the two ends of the middle connecting beam are respectively fixedly connected to two connecting cross beams, and a plurality of middle connecting beams are arranged, and the plurality of middle connecting beams are staggered, and a second oblique three-dimensional seismic isolation bearing is arranged under the middle connecting beam, and the structure of the second oblique three-dimensional seismic isolation bearing is the same as that of the first oblique three-dimensional seismic isolation bearing, and the upper structure of the second oblique three-dimensional seismic isolation bearing is connected to the middle connecting beam.

[0009] Through the above solution, the middle connecting beam improves the overall rigidity of the connecting frame.

[0010] As a further improvement of the above technical solution, the anti-sway assembly includes two fixed feet and two third rubber laminate supports, the fixed feet include a fixed plate and a connecting plate, the two fixed feet are respectively connected to the outer peripheral surfaces of two adjacent connecting beams through corresponding third rubber laminate supports, the fixed plate and the connecting plate form an "L"-shaped structure, and the two ends of the third rubber laminate support are respectively fixedly connected to the connecting plate and the connecting beam.

[0011] As a further improvement of the above technical solution, the anti-sway assembly includes a vertical support, which includes a lower base, an upper cylinder, a connecting column and a plurality of second laminated rubber supports, the connecting column is fixedly connected to the lower base, the connecting column is arranged in the upper cylinder and maintains a certain spatial distance from the upper cylinder, the two ends of the plurality of second laminated rubber supports are respectively fixedly connected to the inner side wall of the upper cylinder and the side wall of the connecting column; the two ends of the connecting beam are respectively fixedly connected to the outer side walls of two adjacent upper cylinders.

[0012] The invention is used in the technical field of seismic isolation. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the following briefly describes the drawings required for use in the description of the embodiments. Obviously, the drawings described are only part of the embodiments of the present invention, not all of the embodiments, and those skilled in the art can also obtain other design solutions and drawings based on these drawings without creative work.

[0014] Figure 1 It is a schematic diagram of the overall structure of the first embodiment of the present invention;

[0015] Figure 2 yes Figure 1 A partial enlarged schematic diagram of part A;

[0016] Figure 3 This is a schematic diagram of the overall structure of the first embodiment of the present invention after removing the upper cover plate;

[0017] Figure 4 is a schematic diagram of the overall structure of the second embodiment of the present invention;

[0018] Figure 5 is a schematic cross-sectional structural diagram of a vertical support according to a second embodiment of the present invention;

[0019] Figure 6 It is a schematic diagram of the overall structure of the third embodiment of the present invention.

[0020] In the figure, 100, upper cover plate; 200, connecting frame; 210, connecting beam; 300, first oblique three-dimensional seismic isolation bearing; 310, upper structure; 320, lower foundation pedestal; 330, connecting corner block; 340, vertical seismic isolation bearing; 400, first rubber laminate bearing; 510; fixed foot; 511, fixed plate; 512, connecting plate; 520, third rubber laminate bearing; 530, vertical bearing; 531, lower base; 532, upper cylinder; 533, connecting column; 534, second laminated rubber bearing; 600, middle connecting beam; 700, second oblique three-dimensional seismic isolation bearing. DETAILED DESCRIPTION

[0021] The following will clearly and completely describe the concept, specific structure and technical effects of the present invention in combination with the embodiments and drawings, so as to fully understand the purpose, characteristics and effects of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of them. Based on the embodiments of the present invention, other embodiments obtained by technicians in this field without creative work are all within the scope of protection of the present invention. In addition, all the connection / connection relationships mentioned in the text do not refer to the direct connection of components, but refer to the formation of a better connection structure by adding or reducing connection accessories according to the specific implementation situation. The various technical features in the invention can be combined interchangeably without conflicting with each other.

[0022] Embodiment 1:

[0023] Reference Figures 1 to 3 , an anti-sway oblique three-dimensional seismic isolation system, comprising an upper cover plate 100, a connecting frame 200, an anti-sway assembly and a first oblique three-dimensional seismic isolation support 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 end to form a square frame. The upper cover plate 100 is arranged above the connecting frame 200, and a plurality of first rubber laminate supports 400 are arranged between the connecting frame 200 and the upper cover plate 100, and the two ends of the first rubber laminate supports 400 are respectively fixedly connected to the connecting beams 210 and the upper cover plate 100.

[0024] The connecting frame 200 is arranged above the anti-swing assembly and the first oblique three-dimensional seismic isolation support 300; the number of anti-swing assemblies is four, and the four anti-swing assemblies are distributed in a rectangular shape. The anti-swing assembly includes two fixed feet 510 and two third rubber laminate supports 520. The two fixed feet 510 are respectively connected to the outer peripheral surfaces of two adjacent connecting beams 210 through the corresponding third rubber laminate supports 520. The fixed feet 510 include a fixed plate 511 and a connecting plate 512. The fixed plate 511 and the connecting plate 512 form an "L"-shaped structure. The two ends of the third rubber laminate support 520 are respectively fixedly connected to the connecting plate 512 and the connecting beam 210.

[0025] The first oblique three-dimensional seismic isolation bearing 300 includes an upper structure 310, a lower foundation pedestal 320, a connecting corner block 330, and a vertical seismic isolation bearing 340; the number of the connecting corner block 330 and the vertical seismic isolation bearing 340 are two respectively, the connecting corner block 330 is a triangular prism, the upper surface of the connecting corner block 330 is slidingly connected to the upper structure 310, and the two connecting corner blocks 330 are fixedly connected to the corresponding vertical seismic isolation bearings 340 respectively; the vertical seismic isolation bearing 340 is fixedly connected to the lower foundation pedestal 320, the upper surface of the lower foundation pedestal 320 includes two inclined surfaces, the inclination angles of the two inclined surfaces are the same as the inclination angle of the connecting corner block 330, and the upper structure 310 of the first oblique three-dimensional seismic isolation bearing 300 is fixedly connected to the lower surface of the connecting beam 210.

[0026] A middle connecting beam 600 is also provided below the upper cover plate 100, and the two ends of the middle connecting beam 600 are respectively fixedly connected to the two connecting cross beams 210. Two middle connecting beams 600 are provided, and the two middle connecting beams 600 cross each other to form a "cross"-shaped structure, and a first rubber laminated support 400 is provided at the intersection of the two middle connecting beams 600. A second oblique three-dimensional seismic isolation support 700 is provided below the middle connecting beam 600, and the structure of the second oblique three-dimensional seismic isolation support 700 is the same as that of the first oblique three-dimensional seismic isolation support 300, and the upper structure 310 of the second oblique three-dimensional seismic isolation support 700 is connected to the middle connecting beam 600.

[0027] Embodiment 2:

[0028] Reference Figure 4 and Figure 5 , different from the first embodiment, the connection frame 200 of this 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 arranged in the upper cylinder 532 and slides in the upper cylinder 532, and the two ends of the plurality of second laminated rubber supports 534 are respectively fixedly connected to the inner side wall of the upper cylinder 532 and the side wall of the connection column 533. The two ends of the connection beam 210 are respectively fixedly connected to the outer side walls of two adjacent upper cylinders 532. The first rubber laminated supports 400 located at the four corners of the upper cover plate 100 are fixedly connected to the upper end of the upper cylinder 532.

[0029] Embodiment three:

[0030] Reference Figure 6 Different from the first embodiment, a placement groove is provided on the lower surface of the connecting beam 210 of this embodiment, the upper part of the first oblique three-dimensional seismic isolation bearing 300 is arranged in the placement groove, and the upper surface of the upper structure is fixedly connected to the bottom of the placement groove.

[0031] The preferred embodiments of the present invention are specifically described above, but the invention is not limited to the embodiments. Those skilled in the art may make various equivalent modifications or substitutions without violating the spirit of the invention. These equivalent modifications or substitutions are all included in the scope defined by the claims of this application.

Claims

1. An anti-sway oblique three-dimensional seismic isolation system, characterized in that: The invention comprises an upper cover plate (100), a connecting frame (200), an anti-swing assembly and a first oblique three-dimensional seismic isolation 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 seismic isolation support (300), and the connecting frame (200) is connected to the anti-swing assembly and the first oblique three-dimensional seismic isolation support (300); the number of the anti-swing assemblies is at least two, and the plurality of anti-swing assemblies are arranged in a straight line. Or the number of the anti-sway components is at least four, and the plurality of anti-sway components are distributed in a matrix; the first oblique three-dimensional seismic isolation support (300) comprises an upper structure (310), a lower foundation pedestal (320), a connecting corner block (330), and a vertical seismic isolation support (340); the number of the connecting corner blocks (330) and the vertical seismic isolation support (340) correspond one to one, the connecting corner block (330) is a triangular prism, the upper surface of the connecting corner block (330) is slidably connected to the upper structure (310), and the connecting corner block (330) is fixedly connected to the corresponding vertical seismic isolation support (340); the vertical seismic isolation support (340) The lower end of the lower foundation pedestal (320) is fixedly connected to the lower foundation pedestal (320), the upper surface of the lower foundation pedestal (320) includes an inclined surface, the inclined surface corresponds to the vertical seismic isolation support (340) one by one, the inclination angle of the inclined surface is the same as the inclination angle of the corresponding connecting corner block (330), and the upper structure (310) is fixedly connected to the connecting frame (200); the shape of the upper cover plate (100) is set to be rectangular, the connecting frame (200) is a rectangular frame composed of four connecting cross beams (210), the number of the anti-sway components is set to four, and the four anti-sway components are respectively arranged at the four corners of the connecting frame (200); A middle connecting beam (600) is also provided below the upper cover plate (100), and the two ends of the middle connecting beam (600) are respectively fixedly connected to the two connecting cross beams (210), and a plurality of the middle connecting beams (600) are provided, and the plurality of the middle connecting beams (600) are arranged in a staggered manner. A second oblique three-dimensional seismic isolation support (700) is provided below the middle connecting beam (600), and the structure of the second oblique three-dimensional seismic isolation support (700) is the same as that of the first oblique three-dimensional seismic isolation support (300), and the upper structure (310) of the second oblique three-dimensional seismic isolation support (700) is connected to the middle connecting beam (600);The anti-sway assembly comprises two fixed feet (510) and two third rubber laminate supports (520), the fixed feet (510) comprising a fixed plate (511) and a connecting plate (512), the two fixed feet (510) are respectively connected to the outer peripheral surfaces of two adjacent connecting beams (210) through corresponding third rubber laminate supports (520), the fixed plate (511) and the connecting plate (512) form an "L"-shaped structure, and the two ends of the third rubber laminate support (520) are respectively fixedly connected to the connecting plate (512) and the connecting beam (210). ; 2. The anti-sway oblique three-dimensional seismic isolation system according to claim 1, characterized in that: The anti-sway assembly comprises a vertical support (530), the vertical support (530) comprising a lower base (531), an upper cylinder (532), a connecting column (533) and a plurality of second laminated rubber supports (534), the connecting column (533) being fixedly connected to the lower base (531), the connecting column (533) being arranged in the upper cylinder (532) and sliding in the upper cylinder (532), the two ends of the plurality of second laminated rubber supports (534) being respectively fixedly connected to the inner side wall of the upper cylinder (532) and the side wall of the connecting column (533); the two ends of the connecting crossbeam (210) being respectively fixedly connected to the outer side walls of two adjacent upper cylinders (532).

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