Angular displacement damper device with thread amplification

Abstract

The application provides an angular displacement damper device with thread amplification function, which comprises a floor (1), a wall (2), a connecting device (3), a thread amplification device (4), a guide rod (5), a circular arc angular displacement damper (6) and a damper support beam (7). The floor is supported by the wall. The connecting device comprises a floor lug plate, a force transmission vertical rod and a short lever lug plate. The thread amplification device comprises a short lever, a torsion beam, a long lever and a torsion beam support beam. The floor is connected with the wall through the connecting device and the thread amplification device. The thread amplification device is connected with the guide rod and the circular arc angular displacement damper. The circular arc angular displacement damper is supported by the damper support beam, and the damper support beam is supported by the wall. The angular displacement damper device can be used as a building energy dissipation damper, can reduce structural displacement, speed, acceleration and noise, and can improve the comfort, safety and reliability of the structure.

Description

TECHNICAL FIELD

[0001] The application belongs to the field of building engineering, and particularly relates to an angular displacement damper device with thread amplification function. BACKGROUND

[0002] Building energy dissipation damper is a device for absorbing and dissipating structural vibration energy caused by wind, earthquake, moving load and dynamic equipment, which can reduce the effect of wind, earthquake, moving load and dynamic equipment on the structure, and reduce structural displacement, speed, acceleration, noise, improve structural comfort, safety and reliability, and is widely used in various special structures such as large span, large cantilever and super high-rise.

[0003] At present, viscous dampers, metal yield type dampers and buckling restrained energy dissipation supports mainly absorb and dissipate energy through linear displacement, and there are few damper devices that absorb and dissipate energy through angular displacement. Under the action of vertical wind, earthquake and the like, the cantilever part of special structures such as large cantilever structures and suspended structures will produce large vertical response, including vertical linear displacement and angular displacement. In addition to the energy dissipation damper relying on linear displacement, the energy dissipation damper relying on angular displacement can also be used. The energy dissipation damper relying on angular displacement is called angular displacement damper. On the other hand, under the same wind and earthquake action, amplifying displacement thread, including circular arc displacement thread and angular displacement thread, can improve the energy dissipation efficiency of angular displacement damper.

[0004] Therefore, providing an angular displacement damper device with thread amplification function can fill the gap in the field of building engineering. SUMMARY

[0005] Therefore, the application provides an angular displacement damper device with thread amplification function, which is used as a building energy dissipation damper.

[0006] In order to achieve the above purpose, the application adopts the following technical scheme:

[0007] An angular displacement damper device with thread amplification function comprises a floor 1, a wall 2, a connecting device 3, a thread amplification device 4, a guide rod 5, a circular arc angular displacement damper 6 and a damper support beam 7.

[0008] The floor 1 is supported by the wall 2.

[0009] The connecting device 3 comprises a floor lug plate 31, a force transmission vertical rod 32 and a short lever lug plate 33.

[0010] The thread amplification device 4 comprises a short lever 41, a torsion beam 43, a long lever 43 and a torsion beam support beam 44.

[0011] The floor 1 is connected with the wall 2 through the connecting device 3 and the thread amplification device 4; the short lever ear plate 33 of the connecting device 3 is fixed with the end of the short lever 41 of the thread amplification device 4;

[0012] The thread amplification device 4 is connected with the guide rod 5 and the circular arc angular displacement damper 6; the end of the long lever 43 of the thread amplification device 4 is connected with the guide rod 5, and the guide rod 5 is connected with the circular arc angular displacement damper 6;

[0013] The circular arc angular displacement damper 6 is supported by the damper support beam 7, and the damper support beam 7 is supported by the wall 2.

[0014] Further, the floor ear plate 31 is fixed on the bottom of the floor 1, the short lever ear plate 33 is fixed on the upper working surface of the short lever 41, and the two ends of the force transmission vertical rod 32 are respectively hinged with the floor ear plate 31 and the short lever ear plate 33.

[0015] Further, the angular displacement transmission path in the connecting device 3 is as follows: the floor 1→ the floor ear plate 31→ the force transmission vertical rod 32→ the short lever ear plate 33.

[0016] Further, the short lever 41 and the torsion beam 42 are rigidly connected in perpendicular, the torsion beam 42 and the long lever 43 are rigidly connected in perpendicular, the torsion beam 42 is supported by the torsion beam support beam 44, the torsion beam 42 can rotate freely under the support of the torsion beam support beam 44, and the torsion beam support beam 44 is supported on the wall 2; wherein the length of the short lever 41 is less than the length of the long lever 43.

[0017] Further, the angular displacement transmission path in the thread amplification device 4 is as follows: the short lever ear plate 33 in the connecting device 3→ the short lever 41→ the torsion beam 42→ the long lever 43.

[0018] The angular displacement damper device has the following advantages:

[0019] In the case of vertical angular displacement of the floor, the angular displacement is amplified.

[0020] In the case of vertical angular displacement of the floor, the circular arc line displacement is amplified.

[0021] In the case of vertical angular displacement of the floor, the energy is dissipated.

[0022] In the case of vertical angular displacement of the floor, the structure displacement, speed, acceleration, noise are reduced, and the structure comfort, safety and reliability are improved. BRIEF DESCRIPTION OF DRAWINGS

[0023] Figure 1 This is a schematic elevation view of an angular displacement damper device with thread amplification function as described in Example 1.

[0024] Figure 2 for Figure 1 The AA cross-sectional view is also a schematic diagram of an implementation scenario for an angular displacement damper device with thread amplification function.

[0025] Figure 3 This is a schematic elevation view of an angular displacement damper device with thread amplification function in Example 1.

[0026] Figure 4 This is a schematic diagram of the second form of a planar implementation scenario for an angular displacement damper device with thread amplification function, as shown in Example 2.

[0027] Figure 5 This is a schematic diagram of the third form of a planar implementation scenario for an angular displacement damper device with thread amplification function, as described in Example 3.

[0028] In the picture:

[0029] 1 floor, 2 walls

[0030] 3. Connecting device; 31. Floor lug plate; 32. Force transmission vertical rod; 33. Short lever lug plate.

[0031] 4-thread amplification device, 41 short lever, 42 torsion beam, 43 long lever, 44 torsion beam support beam.

[0032] 5. Guide rod, 6. Circular arc displacement damper, 7. Damper support beam. Detailed Implementation

[0033] The specific embodiments of this application will be further described in detail below with reference to the accompanying drawings. These embodiments are for illustrative purposes only and are not intended to limit the scope of this application.

[0034] In the description of this application, it should be noted that the terms "center," "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," and "outer," etc., indicating the orientation or positional relationship, are based on the orientation or positional relationship shown in the accompanying drawings and are only for the convenience of describing this application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation on this application. Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.

[0035] In the description of this application, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "linking" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection between two components. Those skilled in the art can understand the specific meaning of the above terms in this application according to the specific circumstances.

[0036] Furthermore, in the description of this application, unless otherwise stated, "a plurality of" means two or more.

[0037] Example 1

[0038] Figure 1 , Figure 2 In the illustrated embodiment, an angular displacement damper device with thread amplification function includes a floor 1, a wall 2, a connecting device 3, a thread amplification device 4, a guide rod 5, an arc angular displacement damper 6, and a damper support beam 7.

[0039] The floor surface 1 is connected to the floor lug 31 in the connecting device 3. Inside the connecting device 3, the floor lug 31 is connected to the force-transmitting vertical rod 32, and the force-transmitting vertical rod 32 is connected to the short lever lug 33. When the floor surface 1 generates a vertical angular displacement, the floor surface 1 transmits the angular displacement to the connecting device 3. The angular displacement transmission path in the connecting device 3 is as follows: floor surface 1 → floor lug 31 → force-transmitting vertical rod 32 → short lever lug 33.

[0040] The short lever lug 33 in the connecting device 3 is then connected to the short lever 41 in the thread amplification device 4. Inside the thread amplification device 4, the short lever 41 and the torsion beam 42 are orthogonally rigidly connected. The torsion beam 42 is supported by the torsion beam support beam 44, which allows it to rotate freely. The torsion beam support beam 44 is supported by a wall. The torsion beam 42 and the long lever 43 are orthogonally rigidly connected. The short lever lug 33 in the connecting device 3 transmits angular displacement to the short lever 41 in the thread amplification device 4. The transmission path of the angular displacement in the thread amplification device 4 is as follows: short lever lug 33 in the connecting device 3 → short lever 41 → torsion beam 42 → long lever 43.

[0041] In the thread amplification device 4, the long lever 43 is connected to the guide rod 5, and the guide rod 5 is connected to the arc angle displacement damper 6. The arc angle displacement damper is supported by the damper support beam 7, and the damper support beam 7 is supported by the wall 2.

[0042] Under the influence of vertical wind, earthquake, etc., the floor 1 generates vertical angular displacement. The floor 1 transmits the vertical angular displacement to the linear amplification device 4 through the connecting device 3. The linear amplification device 4 amplifies the angular displacement and linear displacement and transmits them to the guide rod 5. The guide rod reciprocates within the arc angular displacement damper 6, which plays a role in energy dissipation.

[0043] The working mechanism of the thread amplification device 4 is as follows: the distance from the axis of the vertical support in the connecting device 3 to the wall is defined as 'a', the length of the short lever 41 in the thread amplification device 4 is defined as 'b', and the length of the long lever 43 in the thread amplification device is defined as 'c', where b < a and b < c. Figure 3 As shown, when the floor 1 experiences an angular displacement a1 (clockwise) or a2 (counterclockwise), the connecting device 3 experiences a vertical displacement. Since b < a, under the same vertical angular displacement, the short lever 41 of the thread amplification device 4 causes a larger angular displacement b1 and b2 to the torsion beam 42 of the thread amplification device 4 than the floor 1, resulting in an angular displacement amplification effect. Since b < c, under the same angular displacement, due to the lever principle, the end of the long lever 43 of the thread amplification device 4 (the position where the long lever 43 and the guide rod 5 are connected) generates a larger vertical in-plane arc displacement than the end of the short lever 41 of the angular displacement amplification device (the position where the short lever 41 and the short lever ear plate 33 are connected), resulting in a linear displacement amplification effect. Therefore, the function of the thread amplification device 4 includes the amplification effects of angular displacement and linear displacement. The thread amplification device 4 then transmits the amplified angular displacement and linear displacement to the guide rod 5, and finally, the guide rod 5 reciprocates in the arc angular displacement damper 6, achieving a better energy dissipation effect.

[0044] The embodiments are examples and not limitations. Wall 2 can also be implemented with columns, and floor 1 can include floor slabs, beams or only floor slabs.

[0045] Example 2

[0046] Figure 4 This is a schematic diagram of a second form of an angular displacement damper device with thread amplification function, located in the plane between the circular arc angular displacement damper 6 and the damper support beam 7, which is positioned between the torsion beam support beam 44. Its basic structure and principle are the same as in Example 1.

[0047] Example 3

[0048] Figure 5 This is a schematic diagram of a third form of an angular displacement damper device with thread amplification function, shown in plan view. The circular arc angular displacement damper 6 is a long box shape on the plane. Its basic structure and principle are the same as those in Example 1.

[0049] The above description is merely a description of preferred embodiments of this application and is not intended to limit the scope of this application in any way. Any changes or modifications made by those skilled in the art based on the above-disclosed technical content should be considered as equivalent and valid embodiments and fall within the scope of protection of the technical solution of this application.

Claims

1. An angular displacement damper device with thread amplification function, characterized in that, The system includes a floor (1), a wall (2), a connecting device (3), a thread amplification device (4), a guide rod (5), an arc-shaped displacement damper (6), and a damper support beam (7); the floor (1) is supported by the wall (2); the connecting device (3) includes a floor lug (31), a force transmission vertical rod (32), and a short lever lug (33); the thread amplification device (4) includes a short lever (41), a torsion beam (42), a long lever (43), and a torsion beam support beam (44); wherein the floor (1) is connected to the wall (2) through the connecting device (3) and the thread amplification device (4). The short lever lug (33) of the connecting device (3) is fixed to the end of the short lever (41) of the thread amplification device (4); the thread amplification device (4) is connected to the arc-shaped displacement damper (6) via the guide rod (5); the end of the long lever (43) of the thread amplification device (4) is connected to the guide rod (5), and the guide rod (5) is connected to the arc-shaped displacement damper (6); the arc-shaped displacement damper (6) is supported by the damper support beam (7), and the damper support beam (7) is supported by the wall (2); The floor ear plate (31) is fixed to the bottom of the floor (1), the short lever ear plate (33) is fixed to the upper working surface of the short lever (41), and the two ends of the force transmission vertical rod (32) are respectively hinged to the floor ear plate (31) and the short lever ear plate (33); The angular displacement transmission path in the connecting device (3) is as follows: floor (1) → floor ear plate (31) → force transmission vertical rod (32) → short lever ear plate (33).

2. The angular displacement damper device with thread amplification function as described in claim 1, characterized in that, The short lever (41) and the torsion beam (42) are orthogonally rigidly connected, and the torsion beam (42) and the long lever (43) are orthogonally rigidly connected. The torsion beam (42) is supported by a torsion beam support beam (44). The torsion beam (42) can rotate freely under the support of the torsion beam support beam (44). The torsion beam support beam (44) is supported on the wall (2). The length of the short lever (41) is less than the length of the long lever (43).

3. The angular displacement damper device with thread amplification function as described in claim 1, characterized in that, The transmission path of angular displacement in the thread amplification device (4) is as follows: short lever lug (33) in the connecting device (3) → short lever (41) → torsion beam (42) → long lever (43).

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