An anti-seismic and anti-wind device with hole site adaptive capability and replacement method

Abstract

The application discloses an anti-seismic and anti-wind device with hole position self-adaptive capability and a replacement method, which comprises an anti-seismic support assembly, including a lower connecting steel plate, an energy dissipation seat arranged on the top of the lower connecting steel plate, and an upper connecting steel plate arranged on the top of the energy dissipation seat; and an additional assembly arranged between the lower connecting steel plate and the upper connecting steel plate, including a connecting flange arranged on the top of the lower connecting steel plate, an annular gap arranged in the middle of the connecting flange, a connecting ring arranged in the inside of the annular gap, and a connecting piece arranged on the top of the connecting ring. The anti-seismic and anti-wind effects of the anti-seismic support assembly during use are improved through the arrangement of the additional assembly, the additional assembly is arranged in a split type, the operation convenience and the stability during use are greatly improved, and the application range of the device is improved through the arrangement of the annular gap, so that the replacement operation after construction or after an earthquake is more convenient.

Description

Technical Field

[0001] This invention relates to the field of seismic isolation and vibration reduction technology for building and bridge structures, and in particular to a seismic and wind-resistant device and replacement method with orifice position self-adaptation capability. Background Technology

[0002] Earthquakes are one of the natural disasters that pose a serious threat to human life and property. How to minimize losses when humans encounter earthquakes has become the direction of scientists' efforts. Seismic isolation technology has become a major innovation in the field of earthquake engineering in the past forty years. It is the most effective way to significantly improve earthquake safety and prevent earthquake damage. Ordinary rubber seismic isolation bearings usually have limited seismic resistance and no wind resistance. They are prone to displacement under the action of wind or other large external forces, which will have a significant impact on the stability of the superstructure. The additional functional devices in the existing technology are generally integrated and fixed to the seismic bearings by welding or other methods. However, whether after construction or after an earthquake, there will be a certain displacement difference between the upper and lower parts of the seismic bearings. Due to the displacement difference, the installation holes of the original additional devices are extremely difficult to install and replace, and the operating cost is high, which affects the subsequent seismic and wind resistance effect. Summary of the Invention

[0003] The purpose of this section is to outline some aspects of embodiments of the present invention and to briefly describe some preferred embodiments. Simplifications or omissions may be made in this section, as well as in the abstract and title of this application, to avoid obscuring the purpose of these documents; however, such simplifications or omissions should not be construed as limiting the scope of the invention.

[0004] In view of the problems existing in the above and / or existing earthquake and wind resistance devices and replacement methods with orifice position self-adaptation capability, the present invention is proposed.

[0005] Therefore, the problem that this invention aims to solve is that the installation and replacement of additional wind and earthquake resistance devices on seismic bearings in the prior art are extremely difficult and costly, which affects the subsequent seismic and wind resistance effect.

[0006] To solve the above-mentioned technical problems, the present invention provides the following technical solution: a seismic and wind-resistant device with orifice position self-adaptation capability, comprising: a seismic support assembly, including a lower connecting steel plate, an energy dissipation seat disposed on the top of the lower connecting steel plate, and an upper connecting steel plate disposed on the top of the energy dissipation seat; and an additional component disposed between the lower connecting steel plate and the upper connecting steel plate, including a connecting flange disposed on the top of the lower connecting steel plate, an annular gap disposed in the middle of the connecting flange, a connecting ring disposed inside the annular gap, a connecting member disposed on the top of the connecting ring, and an mounting member disposed at the bottom of the upper connecting steel plate.

[0007] As a preferred embodiment of the earthquake-resistant and wind-resistant device and replacement method with orifice position self-adaptation capability described in this invention, the connecting member includes a force-bearing column disposed at the top of the connecting ring, a threaded block disposed at the bottom end of the force-bearing column, and an annular groove disposed on the surface of the force-bearing column.

[0008] As a preferred embodiment of the earthquake-resistant and wind-resistant device and replacement method with hole position self-adaptation capability described in this invention, wherein: the threaded block is threadedly engaged with the connecting ring, and the connecting flange is engaged with the lower connecting steel plate by screws.

[0009] As a preferred embodiment of the earthquake-resistant and wind-resistant device and replacement method with hole position self-adaptation capability described in this invention, the mounting component includes a mounting tube disposed at the bottom of the upper connecting steel plate, a fixing component disposed on the side of the mounting tube, a fastener disposed on the outside of the mounting tube and cooperating with the fixing component, and a mounting plate disposed at the top of the side of the mounting tube.

[0010] As a preferred embodiment of the earthquake-resistant and wind-resistant device and replacement method with hole position self-adaptation capability described in this invention, the mounting plates are evenly distributed on the side of the mounting pipe, and are connected to the upper connecting steel plate by screws.

[0011] As a preferred embodiment of the earthquake-resistant and wind-resistant device and replacement method with orifice position self-adaptation capability described in this invention, wherein the diameter of the annular gap is larger than the diameter of the connecting ring.

[0012] As a preferred embodiment of the earthquake-resistant and wind-resistant device and replacement method with hole position self-adaptation capability described in this invention, the fixing component includes a through hole disposed on the side of the mounting tube, a movable plate disposed inside the through hole, a connecting shaft disposed on the inner wall of the through hole, and a rubber pad disposed on the inner side of the movable plate. The movable plate and the mounting tube are rotatably engaged through the connecting shaft.

[0013] As a preferred embodiment of the earthquake-resistant and wind-resistant device and replacement method with hole position self-adaptation capability described in this invention, the fixing members are provided in multiple sets and are evenly distributed on the side of the mounting tube. The fixing members also include torsion springs disposed on the surface of the connecting shaft and located on both sides of the movable plate, and the movable plate cooperates with the torsion springs.

[0014] As a preferred embodiment of the earthquake-resistant and wind-resistant device and replacement method with hole position self-adaptation capability described in this invention, the fastener includes a movable ring disposed on the side of the mounting pipe and a protrusion disposed on the side of the movable ring, wherein the movable ring and the mounting pipe are threaded together.

[0015] As a preferred embodiment of the earthquake-resistant and wind-resistant device with orifice position self-adaptation capability and its replacement method according to the present invention, the replacement method of the earthquake-resistant and wind-resistant device with orifice position self-adaptation capability includes the following steps.

[0016] Remove the damaged old earthquake and wind resistance devices;

[0017] The connector is placed between the annular gap and the mounting component;

[0018] The connecting flange is mounted on the lower connecting steel plate using screws.

[0019] The mounting component is installed on the lower connecting steel plate using screws;

[0020] Adjust the position and height of the connectors, and then fix them in place;

[0021] The annular gap is filled by welding or using high-strength polymer materials;

[0022] Repeat the above steps to evenly install multiple sets of the earthquake-resistant and wind-resistant devices on the earthquake-resistant bearing assembly.

[0023] The beneficial effects of this invention are as follows: This invention improves the seismic and wind resistance of the seismic bearing assembly during use by setting additional components, and the additional components are set as separate units, which greatly improves the convenience of operation and the stability during use. At the same time, the setting of the annular gap increases the applicability of the device, making it more convenient to replace after construction or after an earthquake. Attached Figure Description

[0024] To more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort. Wherein:

[0025] Figure 1 This is an overall scene diagram of an earthquake-resistant and wind-resistant device and its replacement method with orifice position self-adaptation capability.

[0026] Figure 2 This is a structural diagram of an additional component for an earthquake-resistant and wind-resistant device with orifice position self-adaptation capability and a replacement method.

[0027] Figure 3 This is a diagram showing the connection structure of the connecting parts and connecting rings of a seismic and wind-resistant device with adaptive hole position and a replacement method.

[0028] Figure 4 This is a structural diagram of the installation components for an earthquake-resistant and wind-resistant device with adaptive hole position capability and a replacement method.

[0029] Figure 5 Another perspective view of the fasteners of the earthquake and wind resistant device and replacement method with hole position self-adaptation capability.

[0030] Figure 6 A top view of the connection flange and connectors of the earthquake and wind resistance device with hole position self-adaptation capability and its replacement method.

[0031] Figure 7 Another top view showing the connection of the connecting flange and connectors for the earthquake and wind resistant device with hole position self-adaptation capability and the replacement method.

[0032] Figure 8 This is another state diagram of a fastener with an adaptive hole position for earthquake and wind resistance and a replacement method. Detailed Implementation

[0033] To make the above-mentioned objects, features and advantages of the present invention more apparent and understandable, the specific embodiments of the present invention will be described in detail below with reference to the accompanying drawings.

[0034] Many specific details are set forth in the following description in order to provide a full understanding of the invention. However, the invention may also be practiced in other ways different from those described herein, and those skilled in the art can make similar extensions without departing from the spirit of the invention. Therefore, the invention is not limited to the specific embodiments disclosed below.

[0035] Secondly, the term "one embodiment" or "embodiment" as used herein refers to a specific feature, structure, or characteristic that may be included in at least one implementation of the present invention. The phrase "in one embodiment" appearing in different places in this specification does not necessarily refer to the same embodiment, nor is it a single or selective embodiment that is mutually exclusive with other embodiments.

[0036] Example 1

[0037] Reference Figure 1 and Figure 2 This is the first embodiment of the present invention. This embodiment provides an earthquake-resistant and wind-resistant device and replacement method with orifice position self-adaptation capability. The earthquake-resistant and wind-resistant device and replacement method with orifice position self-adaptation capability includes an earthquake-resistant bearing assembly 100 and an additional component 200. The additional component 200 further improves the earthquake-resistant and wind-resistant effect of the earthquake-resistant bearing assembly 100 during use, making it safer.

[0038] Specifically, the seismic bearing assembly 100 includes a lower connecting steel plate 101, an energy dissipation seat 102 disposed on top of the lower connecting steel plate 101, and an upper connecting steel plate 103 disposed on top of the energy dissipation seat 102. This is the basic component of the seismic bearing.

[0039] Preferably, the additional component 200 is disposed between the lower connecting steel plate 101 and the upper connecting steel plate 103, including a connecting flange 201 disposed on the top of the lower connecting steel plate 101, an annular gap S disposed in the middle of the connecting flange 201, a connecting ring 202 disposed inside the annular gap S, a connecting piece 203 disposed on the top of the connecting ring 202, and a mounting piece 204 disposed at the bottom of the upper connecting steel plate 103. The annular gap S allows the connecting ring 202 and the connecting piece 203 to have a large adjustment range to accommodate deviations that may occur between the lower connecting steel plate 101 and the upper connecting steel plate 103 after an earthquake or construction, thus avoiding the impact of these deviations on installation efficiency. The annular gap S is then filled and sealed by welding or filling with high-strength polymer material, thereby completing the installation of the device.

[0040] During use, when replacing the additional component 200 after vibration or post-construction, the connecting ring 202 and the connecting piece 203 are installed between the connecting flange 201 and the mounting piece 204. Then, the connecting flange 201 and the mounting piece 204 are fixed to the lower connecting steel plate 101 and the upper connecting steel plate 103 respectively using screws. Due to a certain deviation between the lower connecting steel plate 101 and the upper connecting steel plate 103 after vibration or post-construction, the positions of the connecting flange 201 and the mounting piece 204 cannot be exactly in the positions reserved during manufacturing. At this time, the annular gap S is set... This allows the connecting ring 202 and the connector 203 to have a large adjustment range to accommodate such deviations and avoid affecting installation efficiency due to the deviations. The annular gap S is then filled and sealed by welding or filling with high-strength polymer materials, thus completing the installation of the device. At the same time, since the device adopts a split structure, compared with the integrated device in the prior art, the installation efficiency of this device is higher. It does not require too many tools to adjust to the deviations caused by the earthquake. In addition, it can be manufactured in multiple processes, which makes the manufacturing efficiency higher and the cost lower.

[0041] Example 2

[0042] Reference Figure 2 and Figure 3 This is the second embodiment of the present invention, which is based on the previous embodiment.

[0043] Specifically, the connector 203 includes a load-bearing column 203a disposed at the top of the connecting ring 202, a threaded block 203b disposed at the bottom of the load-bearing column 203a, and an annular groove 203c disposed on the surface of the load-bearing column 203a. The load-bearing column 203a plays a core role in bearing the force, thereby reducing the force on the seismic bearing assembly 100. At the same time, it can offset the force when the building is subjected to lateral wind or external forces, greatly improving the seismic and wind resistance of the building and making its safety performance higher. The force range of the load-bearing column 203a can be adjusted by setting the annular groove 203c, so that it will break at the position of the annular groove 203c when it reaches the zero point, making its wind and seismic resistance controllable and avoiding excessive strength from having a counterproductive effect and affecting the seismic resistance of the seismic bearing assembly 100.

[0044] Preferably, the threaded block 203b is threadedly engaged with the connecting ring 202, and the connecting flange 201 is engaged with the lower connecting steel plate 101 by screws. The threaded block 203b allows the height of the connecting ring 202 and the load-bearing column 203a to be adjusted during installation, thereby improving the adaptability of the device. At the same time, it improves the connection strength between the connecting ring 202 and the load-bearing column 203a during use. Compared with the welding method, the threaded connection method distributes the force more evenly and has a wider range of applications.

[0045] Preferably, the mounting component 204 includes a mounting tube 204a disposed at the bottom of the upper connecting steel plate 103, a fixing component 204b disposed on the side of the mounting tube 204a, a fastener 204c disposed on the outside of the mounting tube 204a and cooperating with the fixing component 204b, and a mounting plate 204d disposed on the top side of the mounting tube 204a. The cooperation between the fixing component 204b and the fastener 204c makes the load-bearing column 203a easier to install, more efficient, and can be fixed without welding, making it more convenient to use and greatly improving the installation efficiency of the auxiliary device.

[0046] Preferably, the mounting plates 204d are evenly distributed on the side of the mounting tube 204a, and are connected to the upper connecting steel plate 103 by screws. The mounting plates 204d make it easier and more stable to install the mounting tube 204a on the bottom of the upper connecting steel plate 103.

[0047] Preferably, the diameter of the annular gap S is larger than the diameter of the connecting ring 202. This arrangement allows the connecting ring 202 to have a larger movement space inside the annular gap S. Thus, even when there is a large offset between the lower connecting steel plate 101 and the upper connecting steel plate 103, the connecting ring 202 can still remain inside the annular gap S. This eliminates the need for extensive manpower and resources to correct the lower connecting steel plate 101 and the upper connecting steel plate 103, greatly improving work efficiency. Compared to an integrated structure and a pre-drilled threaded hole, this arrangement can accommodate larger deviations. After the position is determined, the annular gap S is filled with welding or high-strength polymer materials to increase its strength and make it more convenient to use.

[0048] When using the auxiliary component 200, after vibration or post-work replacement, the connecting ring 202 and the load-bearing column 203a are installed between the connecting flange 201 and the mounting part 204. The cooperation between the fixing part 204b and the fastener 204c makes the installation of the load-bearing column 203a easier and more efficient, and it can be fixed without welding, making it more convenient to use and greatly improving the installation efficiency of the auxiliary device. Then, the connecting flange 201 and the mounting part 204 are fixed to the lower connecting steel plate 101 and the upper connecting steel plate 101 respectively with screws. On the connecting steel plate 103, the threaded block 203b allows for height adjustment of the connecting ring 202 and the load-bearing column 203a during installation, improving the adaptability of the device and enhancing the connection strength between the connecting ring 202 and the load-bearing column 203a during use. Compared to welding, the threaded connection distributes stress more evenly and has a wider range of applications. The load-bearing column 203a plays a core role in bearing stress, mitigating the force on the seismic support assembly 100, and also counteracting lateral wind or external forces when the building is subjected to them. This significantly improves the building's earthquake and wind resistance, enhancing its safety performance. However, due to post-earthquake or post-construction deviations between the lower connecting steel plate 101 and the upper connecting steel plate 103, the positions of the connecting flange 201 and the mounting component 204 cannot be precisely aligned with the pre-designed positions. In this case, the annular gap S allows for a larger adjustment range for the connecting ring 202 and the load-bearing column 203a to accommodate this deviation, preventing it from affecting installation efficiency. This eliminates the need for excessive manpower and resources to adjust the lower connecting steel plate 101 and the upper connecting steel plate 103. 03. Correction is performed, which greatly improves work efficiency. Compared with the integrated structure and the reserved threaded hole method, this setting can be used for larger deviations. Then, the annular gap S is filled and sealed by welding or filling with high-strength polymer materials to complete the installation of the device. At the same time, since the device adopts a split structure, compared with the integrated device in the existing technology, the installation efficiency of this device is higher. It does not require too many tools to adjust to the deviation generated after the earthquake. It can also be manufactured in multiple processes, which makes the manufacturing efficiency higher and the cost lower.

[0049] Example 3

[0050] Reference Figures 4-8 This is the third embodiment of the present invention, which is based on the first two embodiments.

[0051] Specifically, the fastener 204b includes a through hole 204b-a on the side of the mounting tube 204a, a movable plate 204b-b inside the through hole 204b-a, a connecting shaft 204b-c on the inner wall of the through hole 204b-a, and a rubber pad 204b-d inside the movable plate 204b-b. The movable plate 204b-b and the mounting tube 204a are rotatably coupled via the connecting shaft 204b-c. The connecting shaft 204b-c allows the movable plate 204b-b to rotate freely. The rotation of b is more convenient. When installing the load-bearing column 203a, the load-bearing column 203a is squeezed and fixed by the cooperation between the movable plate 204b-b and the rubber pad 204b-d, making the installation more convenient and stable. Compared with the traditional screw or welding fixing method, this setting has higher construction efficiency. In addition, the rubber pad 204b-d plays a certain buffering role, so that the load-bearing column 203a has a certain buffer space when it plays a role in earthquake resistance and wind resistance, which greatly improves its earthquake resistance and wind resistance effect.

[0052] Preferably, multiple sets of fasteners 204b are provided and evenly distributed on the side of the mounting tube 204a. The fasteners 204b also include torsion springs 204b-e disposed on the surface of the connecting shaft 204b-c and located on both sides of the movable plate 204b-b. The movable plate 204b-b cooperates with the torsion springs 204b-e. The multiple sets of fasteners 204b arranged in a ring allow the movable plate 204b-b and the rubber pad 204b-d to apply pressure to the force-bearing column 203a more evenly, resulting in a better squeezing and fixing effect. Then, the torsion springs 204b-e apply an outward rotational force to the movable plate 204b-b, making it easier to reset during testing and preventing the movable plate 204b-b from always rotating and squeezing inward, which would affect the installation effect of the force-bearing column 203a.

[0053] Preferably, the fastener 204c includes a movable ring 204c-a disposed on the side of the mounting tube 204a, and a protrusion 204c-b disposed on the side of the movable ring 204c-a. The movable ring 204c-a is threadedly engaged with the mounting tube 204a. When installing the load-bearing column 203a, rotating the movable ring 204c-a causes it to move upward during rotation due to the threaded engagement with the mounting tube 204a, thereby pressing the movable plate 204b-b. This causes the movable plate 204b-b to rotate inward, thus pressing and fixing the load-bearing column 203a through the movable plate 204b-b and the rubber pad 204b-d. The top seat of the movable ring 204c-a is chamfered to prevent damage from friction during the pressing process with the movable plate 204b-b.

[0054] Preferably, it includes the following steps:

[0055] Remove the damaged old earthquake and wind resistance devices;

[0056] Place the connector 203 between the annular gap S and the mounting part 204;

[0057] The connecting flange 201 is installed on the lower connecting steel plate 101 using screws;

[0058] The mounting component 204 is installed on the lower connecting steel plate 101 using screws;

[0059] Adjust the position and height of connector 203, and then fix it in place;

[0060] The annular gap S is filled by welding or using high-strength polymer materials;

[0061] Repeat the above steps to evenly install multiple sets of the earthquake-resistant and wind-resistant devices on the earthquake-resistant bearing assembly 100.

[0062] During use, when replacing the additional component 200 after vibration or work, install the connecting ring 202 and the load-bearing column 203a between the connecting flange 201 and the mounting part 204. Manually rotate the movable ring 204c-a. Due to the threaded engagement between it and the mounting tube 204a, the movable ring 204c-a moves upward during rotation, thus pressing against the movable plate 204b-b. This causes the movable plate 204b-b to rotate inward, thereby pressing and fixing the load-bearing column 203a through the movable plate 204b-b and the rubber pad 204b-d. The top seat of the movable ring 204c-a is chamfered to prevent damage from friction during the pressing process with the movable plate 204b-b. The connecting shaft 204b-... The design of section c facilitates the rotation of the movable plate 204b-b. During installation of the load-bearing column 203a, the movable plate 204b-b and the rubber pad 204b-d work together to press and fix the column, making installation more convenient and stable. Compared to traditional screw or welding methods, this design offers higher construction efficiency. The rubber pad 204b-d also provides cushioning, giving the load-bearing column 203a a buffer space when performing its seismic and wind-resistant functions, greatly improving its seismic and wind-resistant performance. Furthermore, it eliminates the need for welding for fixation, making it more convenient to use and significantly improving the installation efficiency of the auxiliary device. Finally, screws are used to connect the flange 201 and the mounting component 20. 4. The connecting ring 202 and the load-bearing column 203a are fixed to the lower connecting steel plate 101 and the upper connecting steel plate 103 respectively. The threaded block 203b allows for height adjustment of the connecting ring 202 and the load-bearing column 203a during installation, improving the adaptability of the device and enhancing the connection strength between the connecting ring 202 and the load-bearing column 203a during use. Compared to welding, the threaded connection provides more even force distribution and has a wider range of applications. The load-bearing column 203a plays a core role in bearing the load, mitigating the force on the seismic support assembly 100. It also counteracts lateral wind or external forces, significantly improving the building's earthquake and wind resistance and enhancing its safety performance. This is especially important after earthquakes or during construction. A certain deviation occurs between the lower connecting steel plate 101 and the upper connecting steel plate 103, causing the connecting flange 201 and the mounting component 204 to not be precisely positioned according to the manufacturing specifications. The annular gap S allows for a larger adjustment range for the connecting ring 202 and the load-bearing column 203a to accommodate this deviation, preventing it from affecting installation efficiency. This eliminates the need for extensive manpower and resources to correct the lower and upper connecting steel plates 101 and 103, significantly improving work efficiency. Compared to a one-piece structure and pre-drilled threaded holes, this design can accommodate larger deviations. The annular gap S is then filled and sealed by welding or filling with high-strength polymer material, completing the installation of the device.Furthermore, due to its modular structure, this device offers higher installation efficiency compared to existing integrated devices. It eliminates the need for excessive tools to adjust for post-earthquake deviations and can be manufactured in multiple stages, resulting in higher manufacturing efficiency and lower costs.

[0063] It should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention and are not intended to limit it. Although the present invention has been described in detail with reference to preferred embodiments, those skilled in the art should understand that modifications or equivalent substitutions can be made to the technical solutions of the present invention without departing from the spirit and scope of the technical solutions of the present invention, and all such modifications or substitutions should be covered within the scope of the claims of the present invention.

Claims

1. A seismic and wind-resistant device with orifice position self-adaptation capability, characterized in that: include, The seismic bearing assembly (100) includes a lower connecting steel plate (101), an energy dissipation seat (102) disposed on top of the lower connecting steel plate (101), and an upper connecting steel plate (103) disposed on top of the energy dissipation seat (102); and, An additional component (200) is disposed between the lower connecting steel plate (101) and the upper connecting steel plate (103), including a connecting flange (201) disposed on the top of the lower connecting steel plate (101), an annular gap (S) disposed in the middle of the connecting flange (201), a connecting ring (202) disposed inside the annular gap (S), a connecting member (203) disposed on the top of the connecting ring (202), and a mounting member (204) disposed on the bottom of the upper connecting steel plate (103). The connector (203) includes a force-bearing column (203a) disposed on the top of the connecting ring (202), a threaded block (203b) disposed on the bottom end of the force-bearing column (203a), and an annular groove (203c) disposed on the surface of the force-bearing column (203a). The threaded block (203b) is threadedly engaged with the connecting ring (202), and the connecting flange (201) is engaged with the lower connecting steel plate (101) by screws; The mounting component (204) includes a mounting tube (204a) disposed at the bottom of the upper connecting steel plate (103), a fixing member (204b) disposed on the side of the mounting tube (204a), a fastener (204c) disposed on the outside of the mounting tube (204a) and cooperating with the fixing member (204b), and a mounting plate (204d) disposed on the top of the side of the mounting tube (204a). The diameter of the annular gap (S) is larger than the diameter of the connecting ring (202); The fastener (204b) includes a through hole (204b-a) disposed on the side of the mounting tube (204a), a movable plate (204b-b) disposed inside the through hole (204b-a), a connecting shaft (204b-c) disposed on the inner wall of the through hole (204b-a), and a rubber pad (204b-d) disposed on the inner side of the movable plate (204b-b). The movable plate (204b-b) and the mounting tube (204a) are rotatably engaged through the connecting shaft (204b-c). The fastener (204c) includes a movable ring (204c-a) disposed on the side of the mounting tube (204a) and a protrusion (204c-b) disposed on the side of the movable ring (204c-a), wherein the movable ring (204c-a) and the mounting tube (204a) are threadedly engaged.

2. The earthquake-resistant and wind-resistant device with orifice position self-adaptation capability as described in claim 1, characterized in that: The mounting plates (204d) are evenly distributed on the side of the mounting tube (204a), and are connected to the upper connecting steel plate (103) by screws.

3. The earthquake-resistant and wind-resistant device with orifice position self-adaptation capability as described in claim 2, characterized in that: Multiple sets of the fixing members (204b) are provided and are evenly distributed on the side of the mounting tube (204a). The fixing members (204b) also include torsion springs (204b-e) disposed on the surface of the connecting shaft (204b-c) and located on both sides of the movable plate (204b-b). The movable plate (204b-b) cooperates with the torsion springs (204b-e).

4. A method for replacing a seismic and wind-resistant device with orifice position adaptive capability as described in claim 1, characterized in that: Includes the following steps, Remove the damaged old earthquake and wind resistance devices; The connector (203) is placed between the annular gap (S) and the mounting member (204); The connecting flange (201) is installed on the lower connecting steel plate (101) by screws; The mounting component (204) is installed on the lower connecting steel plate (101) by screws; Adjust the position and height of the connector (203), and then fix it in place; The annular gap (S) is filled by welding or by using high-strength polymer materials; Repeat the above steps to evenly install multiple sets of the earthquake-resistant and wind-resistant devices on the earthquake-resistant bearing assembly (100).

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