Three-dimensional high-damping isolation bearing with adjustable isolation

By introducing high-damping rubber pads and connection adjustment mechanisms into the seismic isolation bearings, combined with vibration detection devices and synchronization columns, the problem of poor vertical shock absorption effect of existing seismic isolation bearings under multi-directional vibrations is solved, and the direction adjustment and vertical shock absorption enhancement of the seismic isolation bearings are achieved.

CN114737681BActive Publication Date: 2025-09-30ZHONGZHEN HUACHUANG (SHENZHEN) TECH CO LTD +1
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Patent Information

Application Number
CN202210165502.4
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2022-02-23
Publication Date
2025-09-30
Estimated Expiration
2042-02-23

AI Technical Summary

Technical Problem

The existing seismic isolation bearings have poor vertical vibration reduction effect in a multi-directional vibration environment, and the lateral vibration affects the vertical vibration reduction function, making it impossible to effectively adjust the isolation direction.

Method used

High-damping rubber pads and connection adjustment mechanisms are used. The connection method between the steel sleeve and the high-damping rubber pad is adjusted through the vibration detection device. The flange plate is kept level in combination with the synchronous column. The vertical deformation capacity and damping characteristics of the high-damping rubber pad are utilized to achieve directional adjustment of the seismic isolation bearing.

Benefits of technology

The vertical vibration reduction effect of the isolation bearing is improved, the main vibration reduction direction of the isolation bearing can be adjusted according to the vibration direction, the vertical vibration isolation performance is enhanced, and the influence of rubber offset is reduced.

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Abstract

The present invention discloses a three-dimensional high-damping seismic isolation bearing with adjustable seismic isolation, comprising an upper flange plate, a laminated rubber and a lower flange plate, wherein the upper flange plate is fixed to the upper end of the laminated rubber, the lower flange plate is fixed to the lower end of the laminated rubber, a high-damping rubber pad is fixed to the upper end of the laminated rubber, the high-damping rubber pad is arranged between the upper flange plate and the laminated rubber, a steel hoop is coaxially fixed to the lower side of the upper flange plate, and the steel hoop and the high-damping rubber pad are connected by a connection adjustment mechanism. The three-dimensional high-damping seismic isolation bearing with adjustable seismic isolation of the present invention can effectively reduce the vertical stiffness of the seismic isolation bearing and effectively reduce vertical earthquakes by setting the high-damping rubber pad, and by setting the connection adjustment mechanism, the connection mode between the steel hoop and the high-damping rubber pad can be changed, thereby realizing the adjustment of the main isolation direction of the seismic isolation bearing.
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Description

Technical Field

[0001] The present invention relates to a seismic isolation support, and more particularly to a three-dimensional high-damping seismic isolation support with adjustable seismic isolation. Background Art

[0002] Isolation bearings are currently a very widely used base structure. Most of the existing isolation bearing structures adopt a laminated rubber structure, which achieves lateral shock absorption by stacking rubber and steel plates in sequence, and then uses the flexibility of the upper and lower rubbers to achieve vertical shock absorption. However, due to the staggered stacking of a layer of rubber and a layer of steel plate, the vertical shock absorption effect of the existing isolation bearings is not very good.

[0003] Moreover, in actual use, the vibration direction that the seismic isolation bearing bears is not unique. It often bears vibrations in multiple directions at the same time. At this time, the seismic isolation bearing will produce corresponding deformation due to the vibration. When the vertical vibration is strong and the lateral vibration is not strong, the seismic isolation bearing is best to mainly perform vertical seismic isolation. However, due to the effect of lateral vibration, the rubber of the seismic isolation bearing will be offset to the left and right, which will greatly affect the vertical shock absorption function of the bearing. Summary of the Invention

[0004] In view of the deficiencies in the prior art, the present invention aims to provide a three-dimensional high-damping seismic isolation bearing with adjustable isolation direction.

[0005] To achieve the above-mentioned objectives, the present invention provides the following technical solutions: a three-dimensional high-damping seismic isolation bearing with adjustable seismic isolation, comprising an upper flange plate, a laminated rubber and a lower flange plate, wherein the upper flange plate is fixed to the upper end of the laminated rubber, the lower flange plate is fixed to the lower end of the laminated rubber, a high-damping rubber pad is fixed to the upper end of the laminated rubber, the high-damping rubber pad is arranged between the upper flange plate and the laminated rubber, a steel hoop is coaxially fixed to the lower side of the upper flange plate, the steel hoop and the high-damping rubber pad are connected by a connection adjustment mechanism, and the connection adjustment mechanism is used to adjust whether the steel hoop and the high-damping rubber pad are connected.

[0006] As a further improvement of the present invention, the connection and adjustment mechanism includes an outer ring seat, an inner ring seat, a plug ring and a vibration detection device. The outer ring seat is coaxially fixed on the inner side wall of the steel hoop and is arranged close to the lower end face of the steel hoop. The inner ring seat is coaxially sleeved on the high-damping rubber pad. The plug ring can be raised and lowered between the outer ring seat and the inner ring seat. The vibration detection device is fixed on the upper end face of the lower flange plate and is linked with the plug ring to drive the plug ring to rise and fall. The outer ring seat is integrated with the steel hoop, and the inner ring seat is integrated with the high-damping rubber pad.

[0007] As a further improvement of the present invention, the vibration detection device includes a detection shell, a vibrating hammer and a lifting rod. The detection shell is fixed on the upper end surface of the lower flange plate, the lower end of the lifting rod is fixed with a knocking plate, the vibrating hammer is connected to the lower side wall of the detection shell through a spring, the upper end of the lifting rod is fixedly connected to the upper end surface of the plug ring, the upper side surface of the knocking plate is fixed with a hydraulic buffer, and the lower end of the hydraulic buffer is fixedly installed on the upper end wall of the detection shell.

[0008] As a further improvement of the present invention, a synchronization column is further fixed between the upper flange plate and the lower flange plate, the upper end of the synchronization column is fixed to the lower end surface of the upper flange plate, and the lower end of the synchronization column is fixed to the upper end surface of the lower flange plate. There are multiple synchronization columns, and two are in a group. They are distributed in a circle with the center of the upper flange plate as the center, and the angle between the two synchronization columns in a group is 180 degrees.

[0009] As a further improvement of the present invention, one of the synchronous columns in a group is a left column, and the other is a right column. The left column includes a left bottom column and a left sliding column. The upper end of the left sliding column is fixed on the lower end surface of the upper flange plate, and the lower end can be slidably extended into the left bottom column, and a left piston is coaxially fixed on the end. The left piston divides the internal space of the left bottom column into an upper space and a lower space. The lower space is filled with a buffer solution. The lower end of the left bottom column is fixed on the upper end surface of the lower flange plate, and the upper end of the left bottom column is coaxially fixed with a left sealing cover. The left sliding column is fixed from the left sealing cover The center passes through, and the right column includes a right bottom column and a right sliding column. The upper end of the right sliding column is fixed on the lower end surface of the upper flange plate, and the lower end can be slidably extended into the right bottom column, and a right piston is coaxially fixed on this end. The right piston divides the internal space of the right bottom column into an upper space and a lower space. The upper space is filled with a buffer solution. The lower end of the right bottom column is fixed on the upper end surface of the lower flange plate, and the upper end of the right bottom column is coaxially fixed with a right sealing cover. The right sliding column passes through the center of the right sealing cover, and the lower space of the left bottom column is connected to the upper space of the right bottom column by a pipe.

[0010] As a further improvement of the present invention, the laminated rubber includes several internal steel plates, several internal rubbers and protective rubber, and the several internal steel plates and several internal rubbers are alternately stacked on each other. The protective rubber is sleeved on the stacked internal steel plates and internal rubbers, and the inner wall of the protective rubber is fixedly connected to the side edges of the internal rubber and the internal steel plates.

[0011] The beneficial effect of the present invention is that by setting the high-damping rubber pad, the vertical stiffness of the overall support can be effectively reduced, so that the seismic isolation support can effectively reduce vertical earthquakes. The material used is high-damping rubber, which has a large vertical deformation capacity and damping ratio, and also has good vertical vibration isolation performance. By setting the connection adjustment mechanism, the connection mode between the steel sleeve and the high-damping rubber pad can be effectively adjusted, and the effect of whether to limit the lateral deformation of the high-damping rubber can be achieved, thereby adjusting the main shock absorption direction of the support. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] Figure 1 It is a structural schematic diagram of the three-dimensional high-damping seismic isolation support with adjustable seismic isolation of the present invention. DETAILED DESCRIPTION

[0013] The present invention will be further described below with reference to the embodiments shown in the accompanying drawings.

[0014] Reference Figure 1 As shown, a three-dimensional high-damping seismic isolation support with adjustable isolation in this embodiment includes an upper flange plate 1, a laminated rubber 2 and a lower flange plate 3. The upper flange plate 1 is fixed to the upper end of the laminated rubber 2, and the lower flange plate 3 is fixed to the lower end of the laminated rubber 2. A high-damping rubber pad 4 is fixed to the upper end of the laminated rubber 2, and the high-damping rubber pad 4 is arranged between the upper flange plate 1 and the laminated rubber 2. A steel hoop 5 is coaxially fixed to the lower side of the upper flange plate 1. The steel hoop 5 is connected to the high-damping rubber pad 4 through a connecting adjustment mechanism 6. The connection The adjustment mechanism 6 is used to adjust whether the steel sleeve 5 and the high-damping rubber pad 4 are connected. Through the above-mentioned structural setting, it is possible to effectively form a laminated rubber seismic isolation bearing. At the same time, the addition of the high-damping rubber pad 4 can effectively utilize the characteristics of the high-damping rubber to increase the vertical shock absorption function of the seismic isolation bearing. Then, through the setting of the connection adjustment mechanism 6, it is possible to effectively adjust the connection method between the steel sleeve 5 and the high-damping rubber pad 4, thereby changing whether the lateral deformation of the high-damping rubber pad 4 is restricted, thereby changing the main isolation direction of the seismic isolation bearing.

[0015] As an improved specific embodiment, the connection adjustment mechanism 6 includes an outer ring seat 61, an inner ring seat 62, a plug ring 63 and a vibration detection device 64. The outer ring seat 61 is coaxially fixedly mounted on the inner side wall of the steel hoop 5 and is arranged close to the lower end face of the steel hoop 5. The inner ring seat 62 is coaxially sleeved on the high damping rubber pad 4. The plug ring 63 is liftably arranged between the outer ring seat 61 and the inner ring seat 62. The vibration detection device 64 is fixed on the upper end face of the lower flange plate 3 and It is linked with the plug ring 63 to drive the plug ring 63 to move up and down, wherein the outer ring seat 61 is integrally arranged with the steel hoop 5, and the inner ring seat 62 is integrally arranged with the high-damping rubber pad 4. Through the setting of the above structure, whether the plug ring 63 is inserted between the outer ring seat 61 and the inner ring seat 62 can be used to realize whether the high-damping rubber pad 4 and the steel hoop 5 are rigidly connected or flexibly connected, and through the setting of the vibration detection device 64, it can be realized to adjust whether the plug ring 63 is inserted according to the actual vibration situation.

[0016] As an improved specific embodiment, the vibration detection device 64 includes a detection shell 641, a vibration hammer 642 and a lifting rod 643. The detection shell 641 is fixed on the upper end surface of the lower flange plate 3, and the lower end of the lifting rod 643 is fixed with a knocking plate 644. The vibration hammer 642 is connected to the lower side wall of the detection shell 641 through a spring. The upper end of the lifting rod 643 is fixedly connected to the upper end surface of the plug ring 63. The upper side of the knocking plate 644 is fixed with a hydraulic buffer 645. The lower end of the hydraulic buffer 645 is fixedly installed on the upper end wall of the detection shell 641. Through the arrangement of the above structure, when the seismic isolation support receives a strong vertical vibration, the vibration hammer 642 will also swing accordingly, and during the swinging process of the vibration hammer 642, Continuously knocking the knocking plate 644 achieves an action similar to pile driving, thereby driving the plug ring 63 to move upward step by step, thereby achieving that the plug ring 63 can be effectively inserted between the outer ring seat 61 and the inner ring seat 62, and the hydraulic buffer 645 is used in this embodiment to effectively slow down the reset speed of the knocking plate 644, thereby achieving the effect of slowly driving the plug ring 63 to be inserted between the outer ring seat 61 and the inner ring seat 62 by pile driving, and at the same time, in the absence of vertical vibration, a slow reset is achieved by utilizing the action of the hydraulic buffer 645, and the above-mentioned structure can be used to set the vibration detection device 64 on the lower flange plate 3 and between the upper flange plate 1 and the lower flange plate 3, so it will not affect the connection structure between the upper flange plate 1 and the lower flange plate 3 and the outside world.

[0017] As a specific embodiment of the improvement, a synchronization column 7 is also fixed between the upper flange plate 1 and the lower flange plate 3, and the upper end of the synchronization column 7 is fixed on the lower end surface of the upper flange plate 1, and the lower end of the synchronization column 7 is fixed on the upper end surface of the lower flange plate 3. There are multiple synchronization columns 7, and two are in a group. They are distributed in a circle with the center of the upper flange plate 1 as the center, and the angle between the two synchronization columns 7 in a group is 180 degrees. Through the setting of the above structure, the upper flange plate 1 can be effectively kept in a horizontal state, thereby avoiding the problem of tilting of the entire seismic isolation bearing due to uneven gravity.

[0018] As an improved specific embodiment, one of the synchronous columns 7 in a group is a left column and the other is a right column. The left column includes a left bottom column 71 and a left sliding column 72. The upper end of the left sliding column 72 is fixed to the lower end surface of the upper flange plate 1, and the lower end can slide into the left bottom column 71, and a left piston 73 is coaxially fixed on the end. The left piston 73 divides the internal space of the left bottom column 71 into an upper space and a lower space, and the lower space is filled with a buffer solution. The lower end of the left bottom column 71 is fixed to the upper end surface of the lower flange plate 3, and the upper end of the left bottom column 71 is coaxially fixed with a left sealing cover 74. The left sliding column 72 passes through the center of the left sealing cover 74, and the right column includes a right bottom column 75 and a right sliding column 76. The upper end of the right sliding column 76 is fixed On the lower end surface of the upper flange plate 1, the lower end can slide into the right bottom column 75, and a right piston 77 is coaxially fixed on this end. The right piston 77 divides the internal space of the right bottom column 75 into an upper space and a lower space. The upper space is filled with a buffer solution. The lower end of the right bottom column 75 is fixed to the upper end surface of the lower flange plate 3, and the upper end of the right bottom column 75 is coaxially fixed with a right sealing cover 78. The right sliding column 76 passes through the center of the right sealing cover 78, and the lower space of the left bottom column 71 is connected to the upper space of the right bottom column 75 by a pipe. Through the arrangement of the above structure, it is possible to utilize the flow of buffer solution to achieve that when one side of the upper flange plate 1 is under pressure, the other side will provide a similar pulling force, thereby avoiding the tilting of the upper flange plate 1.

[0019] As a specific embodiment of the improvement, the laminated rubber 2 includes several internal steel plates 21, several internal rubbers 22 and protective glue 23. Several of the internal steel plates 21 and several of the internal rubbers 22 are alternately stacked on each other. The protective glue 23 is sleeved on the stacked internal steel plates 21 and internal rubbers 22, and the inner wall of the protective glue 23 is fixedly connected to the side of the internal rubber 22 and the internal steel plate 21. Through the setting of the above structure, the horizontal stiffness can be effectively reduced, thereby isolating the horizontal seismic effect, and the setting of the protective glue 23 can effectively play a protective role, reducing the aging rate of the rubber and the rusting rate of the steel plate.

[0020] To sum up, the seismic isolation bearing of this embodiment can effectively increase the vertical shock absorption effect of the bearing through the setting of the high-damping rubber pad 4, and through the setting of the steel sleeve 5 and the connection adjustment mechanism 6, the lateral stiffness of the high-damping rubber pad 4 can be effectively adjusted, thereby achieving the effect of changing the main isolation direction of the seismic isolation bearing.

[0021] The above description is merely a preferred embodiment of the present invention. The scope of protection of the present invention is not limited to the above embodiment. All technical solutions based on the concept of the present invention are within the scope of protection of the present invention. It should be noted that for those skilled in the art, various improvements and modifications that do not depart from the principles of the present invention should also be considered within the scope of protection of the present invention.

Claims

1. A three-dimensional high-damping seismic isolation support with adjustable seismic isolation, characterized by: The invention comprises an upper flange plate (1), a laminated rubber (2) and a lower flange plate (3), wherein the upper flange plate (1) is fixed on the upper end of the laminated rubber (2), the lower flange plate (3) is fixed on the lower end of the laminated rubber (2), a high damping rubber pad (4) is fixed on the upper end of the laminated rubber (2), the high damping rubber pad (4) is arranged between the upper flange plate (1) and the laminated rubber (2), a steel hoop (5) is coaxially fixed on the lower side surface of the upper flange plate (1), the steel hoop (5) and the high damping rubber pad (4) are connected via a connection adjustment mechanism (6), and the connection adjustment mechanism (6) is used to adjust whether the steel hoop (5) and the high damping rubber pad (4) are connected; a synchronization column (7) is also fixed between the upper flange plate (1) and the lower flange plate (3), and the synchronization column ( The upper end of the synchronous column (7) is fixed on the lower end surface of the upper flange plate (1), and the lower end of the synchronous column (7) is fixed on the upper end surface of the lower flange plate (3). The synchronous columns (7) are provided in plurality, and two are in a group. The synchronous columns (7) are distributed in a circle with the center of the upper flange plate (1) as the center, and the angle between the two synchronous columns (7) in a group is 180 degrees; the laminated rubber (2) includes a plurality of internal steel plates (21) and a plurality of internal rubbers (22) and a protective rubber (23). The plurality of internal steel plates (21) and the plurality of internal rubbers (22) are alternately stacked, and the protective rubber (23) is sleeved on the stacked internal steel plates (21) and the internal rubber (22), and the inner wall of the protective rubber (23) is fixedly connected to the side of the internal rubber (22) and the internal steel plates (21).

2. The three-dimensional high-damping seismic isolation support with adjustable seismic isolation according to claim 1 is characterized in that: The connection adjustment mechanism (6) includes an outer ring seat (61), an inner ring seat (62), a plug ring (63) and a vibration detection device (64), wherein the outer ring seat (61) is coaxially fixedly mounted on the inner side wall of the steel hoop (5) and is arranged close to the lower end face of the steel hoop (5), the inner ring seat (62) is coaxially sleeved on the high-damping rubber pad (4), and the plug ring (63) is arranged between the outer ring seat (61) and the inner ring seat (62) in a liftable manner, and the vibration detection device (64) is fixed on the upper end face of the lower flange plate (3) and is linked with the plug ring (63) to drive the plug ring (63) to move up and down, wherein the outer ring seat (61) is integrally arranged with the steel hoop (5), and the inner ring seat (62) is integrally arranged with the high-damping rubber pad (4).

3. The three-dimensional high-damping seismic isolation support with adjustable seismic isolation according to claim 2 is characterized in that: The vibration detection device (64) includes a detection housing (641), a vibration hammer (642) and a lifting rod (643). The detection housing (641) is fixed on the upper end surface of the lower flange plate (3). A knocking plate (644) is fixed to the lower end of the lifting rod (643). The vibration hammer (642) is connected to the lower side wall of the detection housing (641) through a spring. The upper end of the lifting rod (643) is fixedly connected to the upper end surface of the plug ring (63). A hydraulic buffer (645) is fixed to the upper side surface of the knocking plate (644). The lower end of the hydraulic buffer (645) is fixedly installed on the upper end wall of the detection housing (641).

4. The three-dimensional high-damping seismic isolation support with adjustable seismic isolation according to claim 3 is characterized in that: One of the synchronous columns (7) is a left column and the other is a right column. The left column includes a left bottom column (71) and a left sliding column (72). The upper end of the left sliding column (72) is fixed on the lower end surface of the upper flange plate (1), and the lower end can slide into the left bottom column (71). A left piston (73) is coaxially fixed to the lower end of the left sliding column (72). The left piston (73) divides the internal space of the left bottom column (71) into an upper space and a lower space. The lower space is filled with a buffer. The lower end of the left bottom column (71) is fixed on the upper end surface of the lower flange plate (3). The upper end of the left bottom column (71) is coaxially fixed with a left sealing cover (74). The left sliding column (72) passes through the center of the left sealing cover (74). The right column It includes a right bottom column (75) and a right sliding column (76), the upper end of the right sliding column (76) is fixed on the lower end surface of the upper flange plate (1), and the lower end can slide into the right bottom column (75), and a right piston (77) is coaxially fixed to the lower end of the right sliding column (76), and the right piston (77) divides the internal space of the right bottom column (75) into an upper space and a lower space, and the upper space is filled with a buffer solution. The lower end of the right bottom column (75) is fixed on the upper end surface of the lower flange plate (3), and the upper end of the right bottom column (75) is coaxially fixed with a right sealing cover (78), and the right sliding column (76) passes through the center of the right sealing cover (78). The lower space of the left bottom column (71) and the upper space of the right bottom column (75) are connected through a pipeline.

Citation Information

Patent Citations

  • Shock insulation adjustable three-dimensional high-damping shock insulation support

    CN216948776U