A wind-resistant damping device for a building

Abstract

The present invention discloses a building wind-resistant damping device, comprising a mounting base fixedly mounted on the top of the interior of a building and a damping ball located below the mounting base, and a damping suspension seat and a disc-shaped damping suspension plate are arranged between the mounting base and the damping ball from top to bottom. The present invention greatly reduces the influence of multi-directional composite vibrations such as horizontal, vertical and torsional vibrations that buildings are usually subjected to through the cooperation of multiple groups of damping and vibration reduction mechanisms, is conducive to the comprehensive absorption and dissipation of various vibration energies, avoids the situation where the building has large displacement and various vibrations such as horizontal, vertical and torsional vibrations under the action of strong winds, greatly ensures the safety of the building structure, avoids the disadvantage that the existing building wind-resistant damping device is difficult to effectively deal with the influence of complex wind vibrations due to the use of a single-direction damping method, and is particularly capable of well dealing with the influence of composite wind vibrations in the horizontal, vertical and torsional directions on high-rise buildings, and is suitable for promotion and application.

Description

Technical Field

[0001] The invention relates to the technical field of building wind resistance, and in particular to a building wind resistance damping device. Background Art

[0002] As we all know, in the field of construction, wind damping devices are crucial to ensure the safety and stability of buildings under wind loads. Building wind damping devices are devices installed inside buildings to reduce the shaking of buildings under wind loads. Its main function is to dissipate the energy input into the building structure by wind loads, thereby reducing the vibration response of the building and improving the safety and comfort of the building. During the movement of the damping device, the kinetic energy of the building will be converted into other forms of energy such as heat energy and dissipated in various ways. For example, some dampers are filled with viscous liquid or use friction elements. When the device moves, the viscous friction of the liquid or the friction between the elements will consume energy, causing the vibration energy of the building to gradually reduce.

[0003] Prior art CN114135010B discloses a damper based on building wind resistance, including a base plate connected to an external platform, a damping ball, a mounting plate and a damper body; the base plate and the mounting plate are both in the shape of a horizontally arranged circular flat plate, and a damping ball is embedded in the center of the mounting plate. The present invention requires the use of bolts to install the damper body in sequence, which is easy to operate, has good stability, and a high degree of automation, making replacement and installation more convenient and quick. At the same time, it avoids damage to the damper body due to long-term operation and prolongs the service life of the damper body.

[0004] However, traditional building wind damping devices often only consider the damping effect in a single direction, and it is difficult to effectively deal with complex wind vibration situations. Especially for high-rise buildings or buildings with special shapes, they will not only be affected by wind vibration in the horizontal and vertical directions, but may also face the challenge of torsional wind vibration. In actual wind environments, buildings are often subject to composite vibrations in multiple directions such as horizontal, vertical and torsional directions. Damping devices in a single direction cannot fully absorb and dissipate vibration energy, which may cause the building to have large displacement and vibration under strong winds, affecting the structural safety and use function of the building.

[0005] Therefore, there is an urgent need for a building wind-resistant damping device that can effectively damp wind vibrations in horizontal, vertical and torsional directions at the same time. Summary of the invention

[0006] Based on the technical problems existing in the background technology, the present invention proposes a building wind-resistant damping device.

[0007] The present invention provides a building wind damping device, comprising a mounting base fixedly mounted on the top of the interior of the building and a damping ball located below the mounting base, a damping suspension seat and a disc-shaped damping suspension plate are arranged in sequence from top to bottom between the mounting base and the damping ball, a plurality of high-strength steel wire suspension cables are fixedly connected to the bottom circumferential edge of the disc-shaped damping suspension plate, a damping lug is fixedly connected to the bottom end of the high-strength steel wire suspension cable, and the damping lug and the damping ball are movably connected through a horizontal damping mechanism; the top of the disc-shaped damping suspension plate is movably mounted below the damping suspension seat through a torsion damping mechanism; the top of the damping suspension seat is also movably mounted below the mounting base through a vertical damping mechanism;

[0008] The vertical damping mechanism comprises a plurality of vertical suspension rods fixedly connected to the top of the damping suspension seat, a plurality of vertical cavities are arranged on the mounting base, the top ends of the vertical suspension rods are movable through the vertical cavities and are fixedly connected with vertical sliders, a first vertical spring is fixedly connected between the vertical sliders and the top inner wall of the vertical cavity, and a second vertical spring sleeved on the vertical suspension rods is fixedly connected between the vertical sliders and the bottom inner wall of the vertical cavity;

[0009] The torsion damping mechanism comprises a torsion column fixedly connected to the center of the top of the disc-shaped damping suspension plate, a universal torsion ball head fixedly connected to the top of the torsion column, a torsion ball groove is provided at the center of the bottom of the damping suspension seat, and the universal torsion ball head is movably sleeved in the torsion ball groove; a plurality of universal balls are rollingly installed on the inner wall of the torsion ball groove, and the universal torsion ball head is rollingly connected to the universal balls;

[0010] The torsional damping mechanism also includes a plurality of rotating connecting columns fixedly connected to the circumferential edge of the top of the disc-shaped damping hanging plate, and the plurality of rotating connecting columns are evenly arranged in a ring. A plurality of arc-shaped grooves are provided at the bottom of the damping hanging seat, and an arc-shaped slider is installed in the arc-shaped groove for sliding along an arc-shaped track, and the top of the rotating connecting column is fixedly connected to the bottom of the arc-shaped slider; two arc springs are fixedly connected to the arc-shaped slider, and the two arc springs are arranged in the arc-shaped groove along the arc direction, and the ends of the two arc springs that are away from each other are respectively fixedly connected to the inner wall of the arc-shaped groove.

[0011] Preferably, an arc-shaped guide rod is fixedly installed in the arc-shaped slide groove, an arc-shaped guide hole is provided on the arc-shaped slide block, and the arc-shaped slide block is slidably sleeved on the arc-shaped guide rod along an arc-shaped track through the arc-shaped guide hole.

[0012] Preferably, the horizontal damping mechanism comprises a plurality of movable cavities arranged inside the circumferential edge of the damping ball, and the plurality of movable cavities are evenly arranged in a ring shape, a universal damping rod is movably installed in the movable cavity, and the other end of the universal damping rod is movably connected to the damping hanger; a movable block is fixedly connected to one end of the universal damping rod located in the movable cavity, and the movable block is movably installed in the movable cavity along the horizontal direction, and a horizontal damping spring is also fixedly connected between the movable block and the inner wall of the movable cavity.

[0013] Preferably, a plurality of universal damping rods are evenly arranged in a ring on the circumference of the damping ball; a universal movable ball head is fixedly connected to the outer end of the universal damping rod, a universal movable ball groove is also provided on the damping ear, and the universal movable ball head is movably installed in the universal movable ball groove.

[0014] Preferably, guide balls are rollingly mounted on the top and bottom of the movable block, ball guide grooves are provided on the top inner wall and the bottom inner wall of the movable cavity, and the guide balls are rollingly arranged in the ball guide grooves along the horizontal direction.

[0015] Preferably, vertical balls are rollingly installed on both sides of the vertical slider, vertical ball track grooves are provided on the inner walls on both sides of the vertical cavity, the outer sides of the vertical balls extend into the vertical ball track grooves and are rollingly connected with the inner walls of the vertical ball track grooves along the vertical direction.

[0016] Preferably, a vertical movable hole is provided on the inner wall of the bottom side of the vertical cavity, and the vertical suspension rod moves along the vertical direction to pass through the vertical movable hole.

[0017] Preferably, a plurality of high-strength steel wire slings are evenly and annularly arranged on the bottom circumferential edge of the disc-shaped damping sling.

[0018] The beneficial effects of the present invention are:

[0019] 1. In the present invention, by setting a horizontal damping mechanism, the damping ball can be used to perform damping activities in the horizontal direction. When the damping ball moves horizontally, the horizontal damping spring in the active cavity will be compressed or stretched. In this way, the deformation of the horizontal damping spring can effectively dissipate energy and reduce vibration of wind vibration in the horizontal direction. And because the damping ball is hoisted below the disc-shaped damping hanging plate by a universal damping rod, a universal movable ball head, a damping lug and a high-strength steel wire sling, the high-strength steel wire sling itself can move horizontally in the front and back, left and right, and any direction during the operation of hoisting the damping ball. At the same time, a universal damping rod and a universal movable ball head are provided in the circumferential direction of the damping ball. In this way, the damping ball can perform universal horizontal activities through the universal damping rod and the universal movable ball head and the universal movable ball groove on the damping lug, so that the damping ball can perform vibration reduction activities in the horizontal direction of any direction, which is beneficial to cope with wind vibration and wind resistance vibration in the horizontal direction of different directions, and improves flexibility in use.

[0020] 2. In the present invention, by setting a torsional damping mechanism, the torsional movement of the damping ball along the circumferential direction can drive the damping ear, the high-strength steel wire sling and the disc-shaped damping hanging plate to perform torsional movement in the torsional ball groove through the universal torsional ball head at the top of the torsion column. At the same time, the disc-shaped damping hanging plate drives the arc-shaped slider to perform torsional movement in the arc-shaped sliding groove along an arc-shaped trajectory through the rotating connecting column during the torsional movement. The arc-shaped slider also squeezes or stretches the arc spring during the arc movement. In this way, the excessive torsional force in the wind vibration activity can be consumed through the deformation buffering of each arc spring. In this way, the vibration energy can be absorbed and dissipated from the torsional direction of rotation, so as to reduce the torsional vibration of the building under the action of strong wind, thereby further ensuring the safety of the building structure.

[0021] 3. In the present invention, by setting a vertical damping mechanism, when the building is affected by wind vibration in the vertical direction due to strong wind force, the damping ball can move downward to reduce vibration, and through the deformation coordination of the first vertical spring and the second vertical spring, the influence of strong wind on the vertical wind vibration of the building can be greatly reduced, so that the vibration energy can be absorbed and dissipated from the vertical direction, so as to reduce the large vertical vibration of the building under the action of strong wind, so as to further ensure the safety of the building structure.

[0022] To sum up, in the present invention, through the coordination of multiple groups of damping and vibration reduction mechanisms such as horizontal damping mechanisms, vertical damping mechanisms, torsional damping mechanisms, etc., the influence of multi-directional composite vibrations such as horizontal, vertical and torsional vibrations that buildings are usually subjected to is greatly reduced, which is beneficial to the comprehensive absorption and dissipation of various vibration energies, and avoids the situation where the building has large displacements and various vibrations such as horizontal, vertical and torsional vibrations under strong winds, greatly ensures the safety of the building structure, and avoids the disadvantage that the existing building anti-wind damping devices are difficult to effectively cope with the complex wind vibration influence due to the use of a single direction damping method. In particular, it can well cope with the composite wind vibration influence in the horizontal, vertical and torsional directions on high-rise buildings, and is suitable for promotion and application. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 This is a structural schematic diagram of a building wind-resistant damping device proposed by the present invention;

[0024] Figure 2 It is a cross-sectional structural schematic diagram of the present invention;

[0025] Figure 3 For the present invention Figure 2 The enlarged structural diagram of part A in the middle;

[0026] Figure 4 For the present invention Figure 2 The enlarged structural diagram of part B in the middle;

[0027] Figure 5A bottom view of the torsion column, the universal torsion ball head, and the damping hanger in the present invention;

[0028] Figure 6 It is a schematic diagram of the cross-sectional structure between the damping ball, the damping lug, and the universal damping rod in the present invention;

[0029] Figure 7 For the present invention Figure 6 Schematic diagram of the enlarged structure of part C.

[0030] In the figure: 1. damping ball; 101. movable cavity; 2. damping ear; 201. universal damping rod; 202. universal movable ball head; 203. universal movable ball groove; 204. movable block; 205. horizontal damping spring; 3. high-strength steel wire sling; 4. disc-shaped damping hanging plate; 5. torsion column; 501. universal torsion ball head; 502. torsion ball groove; 503. universal ball; 6. damping suspension seat; 601. arc-shaped slide groove; 7. vertical suspension rod; 8. mounting base; 801. vertical cavity; 802. vertical slider; 803. first vertical spring; 804. second vertical spring; 805. vertical ball; 806. vertical ball track groove; 9. rotating connecting column; 10. arc-shaped slider; 11. arc-shaped spring; 12. arc-shaped guide rod; 13. arc-shaped guide hole. DETAILED DESCRIPTION

[0031] The present invention will be further explained below in conjunction with specific embodiments.

[0032] Example

[0033] refer to Figure 1-7 In this embodiment, a building wind damping device is proposed, comprising a mounting base 8 fixedly mounted on the top of the interior of the building and a damping ball 1 located below the mounting base 8, a damping suspension seat 6 and a disc-shaped damping suspension plate 4 are arranged in sequence from top to bottom between the mounting base 8 and the damping ball 1, a plurality of high-strength steel wire suspension cables 3 are fixedly connected to the bottom circumferential edge of the disc-shaped damping suspension plate 4, a damping lug 2 is fixedly connected to the bottom end of the high-strength steel wire suspension cable 3, and the damping lug 2 is movably connected to the damping ball 1 through a horizontal damping mechanism; the top of the disc-shaped damping suspension plate 4 is movably mounted below the damping suspension seat 6 through a torsion damping mechanism; the top of the damping suspension seat 6 is also movably mounted below the mounting base 8 through a vertical damping mechanism;

[0034] See also Figure 2-3In the embodiment, the vertical damping mechanism comprises a plurality of vertical suspension rods 7 fixedly connected to the top of the damping suspension seat 6, a plurality of vertical cavities 801 are provided on the mounting base 8, the top of the vertical suspension rod 7 movably penetrates into the vertical cavity 801 and is fixedly connected with a vertical slider 802, a first vertical spring 803 is fixedly connected between the vertical slider 802 and the top inner wall of the vertical cavity 801, and a second vertical spring 804 sleeved on the vertical suspension rod 7 is fixedly connected between the vertical slider 802 and the bottom inner wall of the vertical cavity 801;

[0035] See also Figure 2-3 In the embodiment, the torsion damping mechanism comprises a torsion column 5 fixedly connected to the top center of the disc-shaped damping suspension plate 4, a universal torsion ball head 501 is fixedly connected to the top of the torsion column 5, a torsion ball groove 502 is provided at the bottom center of the damping suspension seat 6, and the universal torsion ball head 501 is movably sleeved in the torsion ball groove 502; a plurality of universal balls 503 are rollingly installed on the inner wall of the torsion ball groove 502, and the universal torsion ball head 501 is rollingly connected to the universal balls 503;

[0036] See also Figure 2-5 In the torsional damping mechanism, it also includes a plurality of rotating connecting columns 9 fixedly connected to the circumferential edge of the top of the disc-shaped damping hanging plate 4, and the plurality of rotating connecting columns 9 are evenly arranged in a ring, and a plurality of arc-shaped slide grooves 601 are provided at the bottom of the damping hanging seat 6, and an arc-shaped slider 10 is slidably installed in the arc-shaped slide groove 601 along an arc-shaped track, and the top of the rotating connecting column 9 is fixedly connected to the bottom of the arc-shaped slider 10; two arc springs 11 are fixedly connected to the arc-shaped slider 10, and the two arc springs 11 are arranged in the arc-shaped slide groove 601 along the arc direction, and the ends of the two arc springs 11 away from each other are respectively fixedly connected to the inner wall of the arc-shaped slide groove 601.

[0037] An arc-shaped guide rod 12 is fixedly installed in the arc-shaped slide groove 601 , and an arc-shaped guide hole 13 is provided on the arc-shaped slider 10 . The arc-shaped slider 10 is slidably sleeved on the arc-shaped guide rod 12 along an arc-shaped track through the arc-shaped guide hole 13 .

[0038] See also Figure 2 , Figure 6 , Figure 7 In the figure, the horizontal damping mechanism includes a plurality of movable chambers 101 arranged inside the circumferential edge of the damping ball 1, and the plurality of movable chambers 101 are evenly arranged in a ring shape, a universal damping rod 201 is movably installed in the movable chamber 101, and the other end of the universal damping rod 201 is movably connected to the damping hanger 2; a movable block 204 is fixedly connected to one end of the universal damping rod 201 located in the movable chamber 101, and the movable block 204 is movably installed in the movable chamber 101 along the horizontal direction, and a horizontal damping spring 205 is also fixedly connected between the movable block 204 and the inner wall of the movable chamber 101.

[0039] In this embodiment, a plurality of universal damping rods 201 are evenly arranged in a ring on the circumference of the damping ball 1; a universal movable ball head 202 is fixedly connected to the outer end of the universal damping rod 201, a universal movable ball groove 203 is also provided on the damping ear 2, and the universal movable ball head 202 is movably installed in the universal movable ball groove 203.

[0040] In this embodiment, guide balls are rollingly installed on the top and bottom of the movable block 204, ball guide grooves are provided on the top inner wall and the bottom inner wall of the movable cavity 101, and the guide balls roll horizontally in the ball guide grooves.

[0041] In this embodiment, vertical balls 805 are rollingly installed on both sides of the vertical slider 802, and vertical ball track grooves 806 are provided on the inner walls on both sides of the vertical cavity 801. The outer sides of the vertical balls 805 extend into the vertical ball track groove 806 and are rollingly connected with the inner walls of the vertical ball track groove 806 along the vertical direction.

[0042] Among them, a vertical movable hole is provided on the bottom inner wall of the vertical cavity 801, and the vertical suspension rod 7 moves vertically through the vertical movable hole; multiple high-strength steel wire ropes 3 are evenly arranged in an annular shape on the bottom circumferential edge of the disc-shaped damping suspension plate 4.

[0043] like Figure 1-7 The wind-resistant damping device for a building shown in the figure, when the building has a large displacement and vibration under the action of strong wind (that is, when a large wind vibration is generated), a horizontal damping mechanism is set, so that the damping ball 1 in the building can play a damping role in the horizontal direction to cope with the wind vibration activity in the horizontal direction, that is, the damping ball 1 can perform damping activity in the horizontal direction, and when the damping ball 1 moves horizontally, it will compress or stretch the horizontal damping spring 205 in the activity chamber 101, so that the deformation of the horizontal damping spring 205 can effectively dissipate energy and reduce vibration of the wind vibration in the horizontal direction; and because the damping ball 1 is connected through the universal damping rod 201, the universal active ball head 202, and the damping ear 203, the damping ball 1 can be connected to the building by the universal damping rod 201, the universal active ball head 202, and the damping ear 203. The high-strength steel wire sling 3 is hoisted under the disc-shaped damping hanging plate 4, so that the high-strength steel wire sling 3 itself can move horizontally in the front and back, left and right, and any direction during the hoisting operation of the damping ball 1. At the same time, a universal damping rod 201 and a universal movable ball head 202 are arranged in the circumferential direction of the damping ball 1. In this way, the damping ball 1 can perform universal horizontal movements with the universal movable ball groove 203 on the damping ear 2 through the universal damping rod 201 and the universal movable ball head 202, so that the damping ball 1 can perform vibration reduction activities in the horizontal direction of any direction, which is beneficial to cope with wind vibration and wind resistance vibration in the horizontal direction of different directions, and improves flexibility in use.

[0044] As a further implementation, a torsion damping mechanism is also provided, so that when the damping ball 1 performs damping activities on wind vibrations in different directions and causes the damping ball 1 to perform torsion activities in the circumferential direction, the damping ball 1 will drive the damping ear 2, the high-strength steel wire sling 3 and the disc-shaped damping hanging plate 4 to perform torsion activities in the torsion ball groove 502 through the universal torsion ball head 501 at the top of the torsion column 5. At the same time, the disc-shaped damping hanging plate 4 drives the arc-shaped slider 10 to rotate in the arc-shaped slide groove 601 along an arc trajectory through the rotating connecting column 9 during the torsion activity. When the arc-shaped slider 10 moves in an arc shape, it also squeezes or stretches the arc spring 11 (such as Figure 5 As shown), through the deformation buffering of each arc spring 11, the excessive torsional force in the wind vibration activity can be consumed, so that the vibration energy can be absorbed and dissipated from the torsional direction of rotation to reduce the torsional vibration of the building under the action of strong wind, thereby further ensuring the safety of the building structure.

[0045] As a further implementation, a vertical damping mechanism is also set up. When the building is affected by wind vibration in the vertical direction due to strong wind force, the damping ball 1 can move downward to reduce vibration. When the damping ball 1 moves downward to reduce vibration, the vertical hanger 7 can be driven downward by the damping ear 2, the high-strength steel wire sling 3, the disc-shaped damping hanging plate 4, the torsion column 5, and the damping hanger 6. When the vertical hanger 7 moves downward, it also drives the vertical slider 802 to move downward and causes the first vertical spring 803 to be stretched, and at the same time, the second vertical spring 804 is squeezed. In this way, through the deformation coordination of the first vertical spring 803 and the second vertical spring 804, the influence of strong wind on the vertical direction of the building can be greatly reduced, so that the vibration energy can be absorbed and dissipated from the vertical direction to reduce the large vertical vibration of the building under the action of strong wind, so as to further ensure the safety of the building structure.

[0046] To sum up, the present invention avoids the disadvantage that the existing building wind-resistant damping devices are difficult to effectively cope with the complex wind vibration effects due to the general use of a single-direction damping method. In particular, it can well cope with the wind vibration effects in the horizontal, vertical and torsional directions on high-rise buildings. Through the coordination of multiple groups of damping and vibration reduction mechanisms such as horizontal damping mechanisms, vertical damping mechanisms, torsional damping mechanisms, etc., the effects of multi-directional composite vibrations such as horizontal, vertical and torsional vibrations that buildings are often subjected to are greatly reduced, which is conducive to the comprehensive absorption and dissipation of various vibration energies, and avoids large displacements and various vibrations such as horizontal, vertical and torsional vibrations in buildings under strong winds, thereby greatly ensuring the safety of building structures and being suitable for promotion and application.

[0047] The above description is only a preferred specific implementation manner of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes according to the technical scheme and inventive concept of the present invention within the technical scope disclosed by the present invention, which should be covered by the protection scope of the present invention.

Claims

1. A building wind damping device, comprising a mounting base (8) fixedly mounted on the top of a building and a damping ball (1) located below the mounting base (8), characterized in that: A damping suspension seat (6) and a disc-shaped damping suspension plate (4) are arranged in sequence from top to bottom between the mounting base (8) and the damping ball (1); a plurality of high-strength steel wire slings (3) are fixedly connected to the bottom circumferential edge of the disc-shaped damping suspension plate (4); a damping lug (2) is fixedly connected to the bottom end of the high-strength steel wire sling (3); the damping lug (2) and the damping ball (1) are movably connected via a horizontal damping mechanism; the top of the disc-shaped damping suspension plate (4) is movably mounted below the damping suspension seat (6) via a torsion damping mechanism; the top of the damping suspension seat (6) is also movably mounted below the mounting base (8) via a vertical damping mechanism; The vertical damping mechanism comprises a plurality of vertical suspension rods (7) fixedly connected to the top of the damping suspension seat (6); a plurality of vertical cavities (801) are provided on the mounting base (8); the top of the vertical suspension rod (7) movably penetrates into the vertical cavity (801) and is fixedly connected to a vertical slider (802); a first vertical spring (803) is fixedly connected between the vertical slider (802) and the top inner wall of the vertical cavity (801); and a second vertical spring (804) sleeved on the vertical suspension rod (7) is fixedly connected between the vertical slider (802) and the bottom inner wall of the vertical cavity (801); The torsion damping mechanism comprises a torsion column (5) fixedly connected to the top center of the disc-shaped damping suspension plate (4); a universal torsion ball head (501) is fixedly connected to the top of the torsion column (5); a torsion ball groove (502) is provided at the bottom center of the damping suspension seat (6); and the universal torsion ball head (501) is movably sleeved in the torsion ball groove (502); a plurality of universal balls (503) are rollingly mounted on the inner wall of the torsion ball groove (502), and the universal torsion ball head (501) is rollingly connected to the universal balls (503); The torsional damping mechanism also includes a plurality of rotating connecting columns (9) fixedly connected to the top circumferential edge of the disc-shaped damping hanging plate (4), and the plurality of rotating connecting columns (9) are evenly arranged in a ring shape. A plurality of arc-shaped slide grooves (601) are provided at the bottom of the damping hanging seat (6), and an arc-shaped slider (10) is slidably installed in the arc-shaped slide groove (601) along an arc-shaped track, and the top of the rotating connecting column (9) is fixedly connected to the bottom of the arc-shaped slider (10); two arc-shaped springs (11) are fixedly connected to the arc-shaped slider (10), and the two arc-shaped springs (11) are arranged in the arc-shaped slide groove (601) along the arc direction, and the ends of the two arc-shaped springs (11) that are away from each other are respectively fixedly connected to the inner wall of the arc-shaped slide groove (601).

2. A building wind resistance damping device according to claim 1, characterized in that: An arc-shaped guide rod (12) is fixedly installed in the arc-shaped slide groove (601), and an arc-shaped guide hole (13) is provided on the arc-shaped slide block (10). The arc-shaped slide block (10) is slidably sleeved on the arc-shaped guide rod (12) along an arc-shaped track through the arc-shaped guide hole (13).

3. A building wind resistance damping device according to claim 1, characterized in that: The horizontal damping mechanism comprises a plurality of movable chambers (101) arranged inside the circumferential edge of a damping ball (1), and the plurality of movable chambers (101) are evenly arranged in a ring shape, a universal damping rod (201) is movably installed inside the movable chamber (101), and the other end of the universal damping rod (201) is movably connected to a damping hanging ear (2); a movable block (204) is fixedly connected to one end of the universal damping rod (201) located inside the movable chamber (101), and the movable block (204) is movably installed inside the movable chamber (101) along a horizontal direction, and a horizontal damping spring (205) is also fixedly connected between the movable block (204) and the inner wall of the movable chamber (101).

4. A building wind resistance damping device according to claim 3, characterized in that: A plurality of universal damping rods (201) are evenly arranged in an annular manner on the circumference of the damping ball (1); the outer end of the universal damping rod (201) is fixedly connected to a universal movable ball head (202); a universal movable ball groove (203) is also provided on the damping lifting ear (2), and the universal movable ball head (202) is movably installed in the universal movable ball groove (203).

5. The building wind resistance damping device according to claim 3, characterized in that: The top and bottom of the movable block (204) are both rollingly mounted with guide balls, the top inner wall and the bottom inner wall of the movable cavity (101) are both provided with ball guide grooves, and the guide balls are arranged in the ball guide grooves rollingly in the horizontal direction.

6. The building wind resistance damping device according to claim 1, characterized in that: Vertical balls (805) are rollingly mounted on both sides of the vertical sliding block (802), vertical ball track grooves (806) are provided on both inner walls of the vertical cavity (801), and the outer sides of the vertical balls (805) extend into the vertical ball track grooves (806) and are rollingly connected with the inner walls of the vertical ball track grooves (806) along the vertical direction.

7. The building wind resistance damping device according to claim 1, characterized in that: A vertical movable hole is provided on the inner wall of the bottom side of the vertical cavity (801), and the vertical suspension rod (7) moves in the vertical direction to penetrate the vertical movable hole.

8. The building wind resistance damping device according to claim 1, characterized in that: A plurality of high-strength steel wire suspension cables (3) are evenly and annularly arranged on the bottom circumferential edge of the disc-shaped damping suspension plate (4).

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