Self-adaptive horizontal energy consumption combined support

By designing an adaptive horizontal energy-consuming combination support, using the coordination of the conductive components and the guide plate, the adaptive horizontal energy-consuming effect at different vibration magnitudes is achieved, solving the problem of excessive or insufficient damping in the prior art, and improving the earthquake isolation effect.

CN222667101UActive Publication Date: 2025-03-25浙江震防科技股份有限公司
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Patent Information

Application Number
CN202421375162.9
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-06-17
Publication Date
2025-03-25
Estimated Expiration
2034-06-17

AI Technical Summary

Technical Problem

The existing horizontal rubber shock isolation support is too damped under small shock, and the initial aerodynamic force leads to poor shock isolation effect; the damping force is insufficient under large shock, so horizontal displacement cannot be effectively suppressed.

Method used

An adaptive horizontal energy-consuming combined bearing is designed, including a base plate, a rubber shock-isolated bearing, an end plate, a seat body and a conductive assembly. The end plate of the rubber seismic isolation support moves horizontally during earthquakes, and the guide plate moves in the height direction through the conduction assembly, increasing the friction with concrete, thereby achieving adaptive horizontal energy consumption.

Benefits of technology

When the end plate of the rubber shock-isolating support is large, the energy consumption is large; when the end plate is small, the energy consumption is small, which achieves the adaptive horizontal energy consumption effect and improves the shock-isolation performance at different magnitudes.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model provides a self-adaptive horizontal energy consumption combined support, which comprises a base plate and a rubber shock insulation support fixed on the base plate, and one side of the rubber shock insulation support, which is back to the base plate, is fixedly connected with an end plate, and is characterized in that the base plate is fixedly connected with a plurality of seat bodies; the multiple seat bodies are arranged around the rubber shock insulation support, the seat bodies are slidably connected with guide pressing discs in the height direction of the seat bodies, the end plates horizontally move and enable the guide pressing discs to move in the height direction of the guide pressing discs through the conduction assemblies, and the self-adaptive horizontal energy dissipation effect is achieved.
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Description

Technical Field

[0001] The utility model relates to an adaptive horizontal energy-dissipating combined support. Background Art

[0002] Horizontal rubber isolation bearings are a simple and effective isolation technology and have been widely used in various low-rise and medium-rise buildings.

[0003] At present, a Chinese patent with authorization announcement number CN209602947U discloses a seismic isolation rubber bearing, which includes an upper bearing plate, a lower bearing plate, a rubber body and a limit assembly; the rubber body is fixedly arranged between the upper bearing plate and the lower bearing plate, the top surface of the rubber body is fixedly connected to the bottom surface of the upper bearing plate, and the bottom surface is fixedly connected to the top surface of the lower bearing plate; the limit assembly includes a retaining wall and a middle seat plate; the retaining wall is arranged on the bottom surface of the upper bearing plate; the middle seat plate is arranged around the rubber body, and includes a vertical part and a horizontal part, the top end of the vertical part is located between the retaining wall and the rubber body, and the horizontal part is fixedly connected to the lower bearing plate.

[0004] When the horizontal displacement of the rubber body is large, the vertical part in the limiting assembly blocks the rubber body, and the retaining wall blocks the vertical part.

[0005] This type of seismic isolation rubber bearing has excessive damping under small earthquakes, and there is initial aerodynamic force, resulting in poor seismic isolation effect; under large earthquakes, the damping force is insufficient and cannot effectively suppress horizontal displacement. Utility Model Content

[0006] In view of this, the purpose of the utility model is to provide an adaptive horizontal energy dissipation combined support to achieve the effect of adaptive horizontal energy dissipation.

[0007] In order to solve the above technical problems, the technical solution of the utility model is: an adaptive horizontal energy-absorbing combined support, comprising a base plate and a rubber seismic isolation support fixed on the base plate, the rubber seismic isolation support is fixedly connected to an end plate on the side facing away from the base plate, a plurality of seat bodies are fixedly connected to the base plate, the plurality of seat bodies are arranged around the rubber seismic isolation support, the seat body is slidably connected to a guide pressure plate along its own height direction, the end plate moves horizontally and causes the guide pressure plate to move along its own height direction through a conduction component.

[0008] To implement the above technical solution, the concrete is located above the end plate, and the end plate on the rubber seismic isolation bearing moves horizontally in any direction under an earthquake. The guide pressure plate is moved along its own height direction through the conduction component, so that the friction between the guide pressure plate and the concrete is increased, thereby suppressing the horizontal movement of the concrete relative to it to consume energy; when the end plate on the rubber seismic isolation bearing has a large displacement, the energy consumption is large; when the end plate on the rubber seismic isolation bearing has a small displacement, the energy consumption is small, thereby realizing adaptive horizontal energy consumption.

[0009] As a preferred solution of the utility model, the conduction component includes a sliding hole, a conduction groove, a lifting rod, a lifting block, a wedge surface, and a conduction surface. The conduction groove is opened on the side wall of the end plate, one end of the lifting rod is slidably connected to the conduction groove, and the other end of the lifting rod is slidably connected to the sliding hole. The sliding hole is opened on the seat body, the wedge surface is opened on the lifting rod and is located in the sliding hole, the conduction surface is opened on the lifting block and conflicts with the wedge surface, and the guide pressure plate is connected to the lifting block through a guide column.

[0010] To implement the above technical solution, when the end plate of the rubber seismic isolation bearing moves horizontally in any direction under an earthquake, the inner wall of the conduction groove contacts the jacking rod, causing the jacking rod to move along the length direction of the sliding hole, and the conduction surface to move along the wedge surface, thereby causing the jacking block to move along its own height direction. Moreover, the greater the displacement of the jacking rod, the greater the displacement of the jacking block, thereby increasing the displacement of the guide pressure plate, thereby suppressing the horizontal movement of the concrete and performing adaptive energy consumption.

[0011] As a preferred solution of the utility model, the jacking block is provided with a threaded section, the threaded section is threadedly connected with an adjusting nut, and the adjusting nut is in contact with the lower surface of the guide pressure plate through a guide assembly.

[0012] To implement the above technical solution, the adjusting nut is rotated, and the height position of the guide pressure plate is adjusted through the guide assembly, so that the preload force under static conditions can be adjusted by lifting and lowering, and the guide pressure plate can be easily replaced.

[0013] As a preferred solution of the utility model, the guide assembly includes a limit washer and a disc spring. The limit washer is sleeved on the outside of the guide column and placed on the adjusting nut. The disc spring is sleeved on the guide column and one end of the disc spring is in contact with the guide pressure plate, and the other end of the disc spring is in contact with the limit washer.

[0014] To implement the above technical solution, the adjusting nut is rotated, and the limit gasket is moved synchronously with the adjusting nut through the conduction effect of the threaded section to adjust the height position of the guide pressure plate. Due to the use of disc springs, the jacking deformation is converted into positive pressure, and the jacking deformation is released to avoid structural jamming or damage.

[0015] As a preferred solution of the utility model, the disc springs are provided in plurality and are stacked.

[0016] Implement the above technical solution to improve structural strength.

[0017] As a preferred solution of the utility model, a high-hardness wear-resistant rubber is fixedly connected to the side of the guide pressure plate facing away from the seat body.

[0018] To implement the above technical solution, the provision of high-hardness wear-resistant rubber improves the protection of the guide pressure plate, and only the high-hardness wear-resistant rubber needs to be replaced, thereby reducing the subsequent maintenance costs.

[0019] As a preferred solution of the utility model, four of the seat bodies are provided, the cross section of the end plate is square, and one of the seat bodies is provided on each side of the end plate.

[0020] The implementation of the above technical solution reduces the production cost and ensures that all the lifting rods move synchronously when the end plate moves in any horizontal direction. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] Figure 1 It is a schematic diagram of the three-dimensional structure in the embodiment;

[0022] Figure 2 A lateral schematic diagram for embodying the utility model;

[0023] Figure 3 A cross-sectional schematic diagram showing the seat body;

[0024] Figure 4 A schematic diagram showing the three-dimensional structure of the jacking block.

[0025] Figure numerals: 1. base plate; 11. rubber seismic isolation bearing; 2. end plate; 3. seat body; 31. guide pressure plate; 311. guide column; 32. high hardness wear-resistant rubber; 4. conduction component; 41. sliding hole; 42. conduction groove; 43. lifting rod; 44. lifting block; 441. mounting hole; 45. wedge surface; 46. conduction surface; 5. threaded section; 51. adjusting nut; 6. guide component; 61. limit gasket; 62. disc spring. DETAILED DESCRIPTION

[0026] The specific implementation modes of the present invention are further described below in conjunction with the accompanying drawings to make the technical solutions of the present invention easier to understand and grasp.

[0027] An adaptive horizontal energy dissipation combined bearing comprises a base plate 1 and a rubber seismic isolation bearing 11 fixed on the base plate 1. The rubber seismic isolation bearing 11 is arranged in a cylindrical shape. An end plate 2 is fixedly connected to the side of the rubber seismic isolation bearing 11 facing away from the base plate 1, the cross section of the end plate 2 is square and the axis of the rubber seismic isolation bearing 11 is located at the center of the end plate 2.

[0028] Four seat bodies 3 are fixedly connected to the base plate 1 , and one seat body 3 is disposed on each side of the end plate 2 .

[0029] The seat body 3 is slidably connected with a guide pressure plate 31 along its height direction, and a high-hardness wear-resistant rubber 32 is fixedly connected to the side of the guide pressure plate 31 facing away from the seat body 3 .

[0030] The end plate 2 moves horizontally and causes the guide pressure plate 31 to move along its own height direction through the transmission component 4 .

[0031] The conduction assembly 4 includes a sliding hole 41, a conduction groove 42, a lifting rod 43, a lifting block 44, a wedge surface 45, and a conduction surface 46. The conduction groove 42 is provided on the side wall of the end plate 2, and the cross section of the conduction groove 42 is square and is provided along the edge of the end plate 2. One end of the lifting rod 43 is slidably connected to the conduction groove 42, and the other end of the lifting rod 43 is slidably connected to the sliding hole 41. The sliding hole 41 is provided on the seat body 3. The rubber seismic isolation bearing 11, the end plate 2, the lifting rod 43, and the sliding hole 41 are all placed horizontally.

[0032] The wedge-shaped surface 45 is provided on the surface of the lifting rod 43 and is located in the sliding hole 41. The conductive surface 46 is provided on the lower surface of the lifting block 44 and contacts the wedge-shaped surface 45. A mounting hole 441 is provided in the middle of the lifting block 44, and a guide column 311 is integrally provided on the lower surface of the guide pressure plate 31, and the guide column 311 is slidably connected to the mounting hole 441.

[0033] A threaded section 5 is provided on the lifting block 44, and an adjusting nut 51 is threadedly connected to the threaded section 5. The adjusting nut 51 is brought into contact with the lower surface of the guide pressure plate 31 through the guide assembly 6.

[0034] The guide assembly 6 includes a limiting gasket 61 and a disc spring 62. The limiting gasket 61 is annular, sleeved on the outside of the guide column 311, and placed on the adjusting nut 51. The disc spring 62 is sleeved on the guide column 311 and one end of the disc spring 62 contacts the guide pressure plate 31, and the other end of the disc spring 62 contacts the limiting gasket 61. Two disc springs 62 are provided and are stacked.

[0035] The concrete is fixed on the end plate 2 and the high-hardness wear-resistant rubber 32 .

[0036] Of course, the above are only typical examples of the present invention. In addition, the present invention may have many other specific implementations. Any technical solutions formed by equivalent replacement or equivalent transformation fall within the scope of protection required by the present invention.

Claims

1. An adaptive horizontal energy dissipation combined bearing, comprising a base plate (1) and a rubber seismic isolation bearing (11) fixed on the base plate (1), wherein the rubber seismic isolation bearing (11) is fixedly connected to an end plate (2) on a side facing away from the base plate (1), and is characterized in that: A plurality of seat bodies (3) are fixedly connected to the base plate (1), and the plurality of seat bodies (3) are arranged around the rubber seismic isolation support (11). The seat bodies (3) are slidably connected to the guide pressure plate (31) along their own height direction. The end plate (2) moves horizontally and causes the guide pressure plate (31) to move along its own height direction through the conduction component (4); The conduction component (4) comprises a sliding hole (41), a conduction groove (42), a lifting rod (43), a lifting block (44), a wedge surface (45), and a conduction surface (46); the conduction groove (42) is provided on the side wall of the end plate (2); one end of the lifting rod (43) is slidably connected to the conduction groove (42); the other end of the lifting rod (43) is slidably connected to the sliding hole (41); the sliding hole (41) is provided on the seat body (3); the wedge surface (45) is provided on the lifting rod (43) and is located in the sliding hole (41); the conduction surface (46) is provided on the lifting block (44) and contacts the wedge surface (45); the guide pressure plate (31) is connected to the lifting block (44) via a guide column (311).

2. The adaptive horizontal energy dissipation combined support according to claim 1 is characterized in that: The lifting block (44) is provided with a threaded section (5), and an adjusting nut (51) is threadedly connected to the threaded section (5). The adjusting nut (51) contacts the lower surface of the guide pressure plate (31) through a guide assembly (6).

3. The adaptive horizontal energy dissipation combined support according to claim 2 is characterized in that: The guide assembly (6) comprises a limiting gasket (61) and a disc spring (62). The limiting gasket (61) is sleeved on the outside of the guide column (311) and placed on the adjusting nut (51). The disc spring (62) is sleeved on the guide column (311) and one end of the disc spring (62) contacts the guide pressure plate (31), and the other end of the disc spring (62) contacts the limiting gasket (61).

4. The adaptive horizontal energy dissipation combined support according to claim 3 is characterized by: The disc springs (62) are provided in plurality and are stacked.

5. An adaptive horizontal energy dissipation combined support according to any one of claims 1 to 4, characterized in that: A high-hardness wear-resistant rubber (32) is fixedly connected to the side of the guide pressure plate (31) facing away from the seat body (3).

6. The adaptive horizontal energy dissipation combined support according to claim 5 is characterized in that: Four of the seat bodies (3) are provided, the cross section of the end plate (2) is square, and one seat body (3) is provided on each side of the end plate (2).

Citation Information

Patent Citations

  • Shock insulation rubber support

    CN209602947U