Energy dissipation type building support structure

Abstract

The utility model relates to building support device technical field and disclose a kind of energy-dissipation shock-absorbing type building support structure, including base, the middle part of base is fixed with mounting seat, the outside of mounting seat is connected and is installed with movable sleeve, the inside of movable sleeve is installed with ball at equal intervals.The energy-dissipation shock-absorbing type building support structure is installed between first shock-absorbing pressing plate and second shock-absorbing pressing plate by shock-absorbing device, wherein shock-absorbing device structure can be telescopic adjustment, that is, shock-absorbing device eliminates the force generated by vibration, thereby improving the shock-absorbing effect of equipment, and for different support height, rotating adjustment sleeve, adjusting sleeve adjusts the position of diagonal brace inside first movable sleeve, slider movable sleeve is connected inside spiral groove, that is, diagonal brace maintains stability when adjusting the position inside first movable sleeve, and then the support height of support structure can be adjusted, and the stability and convenience when improving height adjustment.

Description

Technical Field

[0001] This utility model relates to the field of building support device technology, specifically to an energy dissipation and vibration reduction type building support structure. Background Technology

[0002] Earthquake-resistant connecting corridors are an important design method for improving the seismic resistance of buildings, especially suitable for important locations and buildings. This structure, by connecting various structural components into a unified whole, effectively disperses the impact force of earthquakes, enhances the stability of the building, and reduces damage caused by earthquakes. Energy-dissipating and vibration-damping building support structures are also a technology that has been increasingly applied in architectural design in recent years. They aim to reduce the vibration energy generated during earthquakes by absorbing and dispersing seismic energy through specific structures or materials, thereby ensuring the safety of the building and its occupants.

[0003] In existing building support structures, diagonal bracing is installed on the exterior of the building to improve overall stability and prevent wall collapse due to vibration. To further enhance the stability of the diagonal bracing, a base is installed at the bottom of the bracing structure, bolted to the foundation. However, the base needs to be installed in advance, and subsequent adjustments to the support structure's position can alter the support angle, causing the diagonal bracing to fail to provide support to distant walls. Therefore, we propose an energy-dissipating and vibration-damping building support structure. Utility Model Content

[0004] To address the shortcomings of existing energy-dissipating and vibration-damping building support structures, this utility model provides an energy-dissipating and vibration-damping building support structure. This structure features a movable sleeve that rotates around the outside of the mounting base. Furthermore, by adjusting the position of the telescopically adjustable diagonal brace within the first movable sleeve and changing the hinge angle, the support distance, orientation, and angle can be adjusted, improving the convenience of adjusting the support range and solving the problems mentioned in the background art.

[0005] This utility model provides the following technical solution: an energy-dissipating and vibration-damping building support structure, including a base, a mounting seat fixed in the middle of the base, a movable sleeve sleeved on the outside of the mounting seat, ball bearings evenly spaced on the inner side of the movable sleeve, a first movable sleeve fixed to the upper part of the movable sleeve by a hinge, a diagonal brace sleeved inside the first movable sleeve, a second movable sleeve fixed to the outside of the bottom end of the diagonal brace, a slider fixed to the outside of the second movable sleeve, a mounting sleeve installed at the top of the diagonal brace, a first vibration-damping pressure plate fixed in the middle of the mounting sleeve, and a second vibration-damping pressure plate installed on the upper part of the first vibration-damping pressure plate by a vibration-damping device.

[0006] Preferably, the shock absorption device includes two sets of shock absorption plates, which are respectively fixed inside the first shock absorption plate and the second shock absorption plate. A buffer pad is installed inside the two sets of shock absorption plates, and a spring is fixed in the middle of the two sets of shock absorption plates. A circular cavity is opened inside the buffer pad.

[0007] Preferably, both the first and second shock-absorbing pressure plates are equipped with side plates on their exteriors, and the side plates installed on the exteriors of the first and second shock-absorbing pressure plates are arranged in a crisscross pattern.

[0008] Preferably, the base is externally fixed with a fastening bolt, and a pressure plate is sleeved on the outside of the fastening bolt to limit the position of the movable sleeve. The ball is round and is installed between the mounting base and the movable sleeve.

[0009] Preferably, the outer side of the first movable sleeve is provided with a spiral groove, and the slider is spiral-shaped, wherein the slider is movably sleeved inside the spiral groove.

[0010] Preferably, a traction rod is fixed to the outside of the slider, an adjusting sleeve is movably sleeved on the outside of the first movable sleeve, a spiral support seat is installed at the lower end of the adjusting sleeve, the traction rod passes through the inside of the adjusting sleeve, and the spiral support seat is threadedly connected to the outside of the first movable sleeve.

[0011] Preferably, a positioning pin is fixed inside the upper end of the first movable sleeve, and a sliding groove is opened inside the inclined brace, wherein the positioning pin is movably sleeved inside the sliding groove inside the inclined brace.

[0012] Compared with existing energy-dissipating and vibration-damping building support structures, this utility model has the following advantages: 1. This energy-dissipating and vibration-damping building support structure is fitted onto the outside of the mounting base via a movable sleeve. The angle of the movable sleeve can be adjusted to change the support direction, and the flip hinge can adjust the angle of the diagonal brace, improving the ease of installation of the support structure.

[0013] 2. This energy-dissipating and vibration-damping building support structure uses a vibration damping device installed between the first and second vibration damping pressure plates. The vibration damping device structure is telescopically adjustable, meaning it eliminates the force generated by vibration, thereby improving the vibration damping effect of the equipment. Furthermore, to adjust the position of the diagonal brace inside the first movable sleeve, the adjustment sleeve can be rotated to adjust the position of the diagonal brace according to different support heights. The slider is movably sleeved inside the spiral groove, meaning the diagonal brace maintains stability when its position inside the first movable sleeve is adjusted. Consequently, the support height of the support structure can be adjusted, improving the stability and convenience of height adjustment. Attached Figure Description

[0014] Figure 1This is a schematic diagram of the main structure of the present utility model; Figure 2 This is a schematic cross-sectional view of the main body of this utility model; Figure 3 This is a partially enlarged structural schematic diagram of the present invention; Figure 4 This is a cross-sectional view of the base structure of this utility model; Figure 5 This is a partially enlarged structural schematic diagram of the shock absorption device of this utility model; Figure 6 This utility model Figure 2 Enlarged structural diagram at point A in the middle.

[0015] In the diagram: 1. Base; 2. Mounting seat; 3. Movable sleeve; 4. Ball bearing; 5. Pressure plate; 6. Fastening bolt; 7. Hinge; 8. First movable sleeve; 9. Spiral groove; 10. Diagonal brace; 11. Second movable sleeve; 12. Slider; 13. Traction rod; 14. Adjusting sleeve; 15. Spiral support seat; 16. Positioning pin; 17. Mounting sleeve; 18. First shock-absorbing pressure plate; 19. Second shock-absorbing pressure plate; 20. Side plate; 21. Shock-absorbing device; 211. Shock-absorbing plate; 212. Buffer pad; 213. Spring. Detailed Implementation

[0016] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0017] Please see Figure 1 , Figure 2 , Figure 3 , Figure 4 , Figure 5 and Figure 6A type of energy-dissipating and vibration-damping building support structure includes a base 1, a mounting seat 2 fixed in the middle of the base 1, a movable sleeve 3 sleeved on the outside of the mounting seat 2, the movable sleeve 3 being external to the base 1 and removable as needed, and ball bearings 4 evenly spaced on the inner side of the movable sleeve 3, the ball bearings 4 reducing the frictional resistance between the movable sleeve 3 and the mounting seat 2, a first movable sleeve 8 fixed to the upper part of the movable sleeve 3 by a hinge 7, the hinge 7 adjusting the angle of the first movable sleeve 8, and a diagonal brace 10 movably sleeved inside the first movable sleeve 8, adjusting the position of the diagonal brace 10 inside the first movable sleeve 8. The support length is adjustable. A second movable sleeve 11 is fixed to the outside of the bottom end of the diagonal brace 10. A slider 12 is fixed to the outside of the second movable sleeve 11. The slider 12 is movably sleeved inside the spiral groove 9 to improve the stability of the diagonal brace 10 when adjusting its height. An installation sleeve 17 is installed at the top of the diagonal brace 10. A first damping pressure plate 18 is fixed in the middle of the installation sleeve 17. A second damping pressure plate 19 is installed on the upper part of the first damping pressure plate 18 through a damping device 21. The second damping pressure plate 19 is supported on the wall. A damping device 21 is installed between the second damping pressure plate 19 and the first damping pressure plate 18. The damping device 21 eliminates the force generated by vibration and reduces the damage caused by vibration to the building.

[0018] Please see Figure 5 The damping device 21 includes two sets of damping plates 211, which are fixed to the inner sides of the first damping plate 18 and the second damping plate 19, respectively. Buffer pads 212 are installed inside the two sets of damping plates 211, and springs 213 are fixed in the middle of the two sets of damping plates 211. The buffer pads 212 have circular cavities inside. The damping device 21 is installed between the first damping plate 18 and the second damping plate 19, where the damping plates 211 play a supporting role. Buffer pads 212 and springs 213 are installed inside the damping plates 211. The buffer pads 212 have their own resilience. When vibration occurs, the buffer pads 212 can buffer and release pressure, reducing the impact of vibration on the structure. At the same time, the springs 213 installed inside the damping plates 211 further improve the resilience of the damping plates 211 and ensure the service life of the buffer pads 212.

[0019] Please see Figure 5Both the first damping plate 18 and the second damping plate 19 are equipped with side plates 20. The side plates 20 installed on the outside of the first damping plate 18 and the second damping plate 19 are arranged in a cross pattern. By fixing the side plates 20 on the outside of both the first damping plate 18 and the second damping plate 19, and arranging the side plates 20 in a cross pattern, the side plates 20 of the second damping plate 19 ensure that the second damping plate 19 maintains a stable position at the upper end of the first damping plate 18 during the vibration of the upper part of the first damping plate 18.

[0020] Please see Figure 4 The base 1 is fixed with a fastening bolt 6 on the outside. A pressure plate 5 is installed on the outside of the fastening bolt 6 to limit the position of the movable sleeve 3. The ball bearing 4 is round and is installed between the mounting base 2 and the movable sleeve 3. After the movable sleeve 3 is controlled to be sleeved on the outside of the mounting base 2 by the fastening bolt 6 on the outside of the base 1, the pressure plate 5 is installed on the outside of the base 1. After the pressure plate 5 is installed on the outside of the movable sleeve 3, it limits the position of the movable sleeve 3 on the upper part of the base 1. Depending on the different building support directions, the movable sleeve 3 is rotated. The ball bearing 4 is installed on the inner side of the movable sleeve 3. The ball bearing 4 reduces the frictional resistance. That is, during the rotation of the movable sleeve 3, the support direction of the support device can be adjusted, improving the convenience of support direction adjustment.

[0021] Please see Figure 6 The first movable sleeve 8 has a spiral groove 9 on its outside. The slider 12 is spiral in shape, and the slider 12 is movably sleeved inside the spiral groove 9. The spiral groove 9 inside the first movable sleeve 8, and the slider 12 being movably sleeved inside the spiral groove 9, means that the spiral groove 9 limits the movement trajectory of the slider 12. When controlling the inclined support 10 to move upward, it ensures the stability of the movement of the inclined support 10 and avoids the phenomenon of positional deviation when the inclined support 10 is adjusted up and down.

[0022] Please see Figure 6 A traction rod 13 is fixed to the outside of the slider 12. An adjusting sleeve 14 is movably sleeved on the outside of the first movable sleeve 8. A spiral support seat 15 is installed at the lower end of the adjusting sleeve 14. The traction rod 13 passes through the inside of the adjusting sleeve 14. The spiral support seat 15 is threadedly connected to the outside of the first movable sleeve 8. The adjusting sleeve 14 limits the position of the traction rod 13 by passing through the inside of the adjusting sleeve 14. At the same time, the spiral support seat 15 is rotated. When the spiral support seat 15 moves up and down, it supports the position of the adjusting sleeve 14, ensuring the stability of the inclined brace 10 during telescopic adjustment and preventing the inclined brace 10 from sinking downward.

[0023] Please see Figure 1The upper end of the first movable sleeve 8 is fixed with a positioning pin 16. The inside of the diagonal brace 10 is provided with a sliding groove. The positioning pin 16 is movably sleeved in the sliding groove inside the diagonal brace 10. The positioning pin 16 is installed inside the first movable sleeve 8. The positioning pin 16 is located inside the diagonal brace 10. That is, the positioning pin 16 limits the movement trajectory of the diagonal brace 10 and prevents the diagonal brace 10 from rotating together when the height of the diagonal brace 10 is adjusted.

[0024] Working principle: In use, the base 1 is placed on the ground, and the angle of the diagonal brace 10 is adjusted by the hinge 7. The movable sleeve 3 is rotated, which drives the diagonal brace 10 to be adjusted in the support direction. After the second shock-absorbing pressure plate 19 contacts the support surface, the adjusting sleeve 14 is rotated, which drives the slider 12 to move inside the spiral groove 9. The spiral support seat 15 is installed in the spiral groove, which supports the adjusting sleeve 14 and prevents the diagonal brace 10 from sliding downward. When vibration occurs, the deformation of the buffer pad 212 provides elastic buffering force to the second shock-absorbing pressure plate 19, thereby playing the role of energy dissipation and shock absorption. The spring 213 improves the resilience of the buffer pad 212. When the movable sleeve 3 is disassembled for cleaning, the fastening bolt 6 is loosened, and the pressure plate 5 is removed from the outside of the movable sleeve 3. That is, the movable sleeve 3 can be disassembled from the outside of the mounting base 2.

[0025] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. An energy-dissipating and vibration-damping building support structure, comprising a base (1), wherein a mounting seat (2) is fixedly mounted in the middle of the base (1), and a movable sleeve (3) is sleeved on the outside of the mounting seat (2), characterized in that: The inner side of the movable sleeve (3) is equipped with ball bearings (4) at equal intervals. The upper part of the movable sleeve (3) is fixed with a first movable sleeve (8) by a hinge (7). The first movable sleeve (8) is movably connected with a diagonal brace (10). The bottom end of the diagonal brace (10) is fixed with a second movable sleeve (11). The outside of the second movable sleeve (11) is fixed with a slider (12). The top end of the diagonal brace (10) is equipped with an installation sleeve (17). The middle part of the installation sleeve (17) is fixed with a first shock-absorbing pressure plate (18). The upper part of the first shock-absorbing pressure plate (18) is equipped with a second shock-absorbing pressure plate (19) through a shock-absorbing device (21).

2. The energy-dissipating and vibration-damping building support structure according to claim 1, characterized in that: The shock absorption device (21) includes two sets of shock absorption plates (211). The shock absorption plates (211) are fixed inside the first shock absorption pressure plate (18) and the second shock absorption pressure plate (19), respectively. Buffer pads (212) are installed inside the two sets of shock absorption plates (211). Springs (213) are fixed in the middle of the two sets of shock absorption plates (211). A circular cavity is opened inside the buffer pads (212).

3. The energy-dissipating and vibration-damping building support structure according to claim 1, characterized in that: Both the first damping plate (18) and the second damping plate (19) are equipped with side plates (20), and the side plates (20) installed on the outside of the first damping plate (18) and the side plates (20) installed on the outside of the second damping plate (19) are arranged in a cross pattern.

4. The energy-dissipating and vibration-damping building support structure according to claim 1, characterized in that: The base (1) is fixed with a fastening bolt (6) on the outside. A pressure plate (5) is sleeved on the outside of the fastening bolt (6) to limit the position of the movable sleeve (3). The ball (4) is round and is installed between the mounting base (2) and the movable sleeve (3).

5. The energy-dissipating and vibration-damping building support structure according to claim 1, characterized in that: The first movable sleeve (8) has a spiral groove (9) on its outside, and the slider (12) is spiral in shape, wherein the slider (12) is movably sleeved inside the spiral groove (9).

6. The energy-dissipating and vibration-damping building support structure according to claim 1, characterized in that: The slider (12) is fixed with a traction rod (13), and the first movable sleeve (8) is movably sleeved with an adjustment sleeve (14). The lower end of the adjustment sleeve (14) is fitted with a spiral support seat (15). The traction rod (13) passes through the interior of the adjustment sleeve (14), and the spiral support seat (15) is threadedly connected to the exterior of the first movable sleeve (8).

7. The energy-dissipating and vibration-damping building support structure according to claim 1, characterized in that: The upper end of the first movable sleeve (8) is fixed with a positioning pin (16), and the inside of the inclined brace (10) is provided with a sliding groove, wherein the positioning pin (16) is movably sleeved in the inside of the sliding groove inside the inclined brace (10).

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