Novel viscous damping wall with partition wall function
By designing a new viscous damping wall with open box plate structure and limiting plate, the existing devices are insufficient flexibility and adaptability during different relative movements, and the building's earthquake resistance and wind resistance is improved, which can not only disperse stress but also limit large-scale displacement to ensure building safety.
Patent Information
- Application Number
- CN202510817962.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-06-18
- Publication Date
- 2025-08-15
AI Technical Summary
When existing viscous damping wall devices cope with different degrees of relative movement between partition walls and main walls, they lack flexibility and adaptability, and cannot effectively disperse the internal stress of the building or curb large-scale displacement, resulting in insufficient earthquake and wind resistance.
A new type of viscous damping wall with partition wall function was designed, adopting an open box plate structure, with a limiting plate and a spring damping mechanism inside. The spring compresses energy storage through slight displacement, and the damping force is small when the displacement is slight, which adapts to slight deviation; the flow restricted groove of the damping medium flow is large, providing strong damping force and limiting large-scale displacement.
Reduce stress concentration during slight vibrations, keep the structure stable in daily environments; effectively curb large-scale displacement in extreme cases and protect the building from damage.
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Figure CN120486627A_ABST
Abstract
Description
Technical Field
[0001] The invention relates to a building shock-absorbing structural device, in particular to a novel viscous damping wall with a partition wall function. Background Art
[0002] In modern construction, the earthquake and wind resistance of building structures are at the core of design. Natural disasters such as earthquakes and strong winds can exert external forces on buildings. If the structural design cannot withstand these forces, the building may be damaged or collapse, threatening the safety of users.
[0003] Partition walls play a crucial role in dividing a building's interior space, and their stability is crucial to its safety. Traditional designs focus on enhancing the overall structural rigidity by thickening walls and using high-strength materials. However, this approach has limitations. When a building structure is completely fixed, wind forces tend to concentrate in certain locations, leading to increased stress. Overly rigid partition walls can also be susceptible to cracking or collapse due to this stress concentration. In reality, the minute vibrations of the building structure and partition walls under wind force dissipate energy through deformation. Moderate vibration can mitigate the impact of wind on the entire building and reduce the risk of localized stress concentrations. To enhance the building's earthquake and wind resistance, current technology integrates viscous damping wall devices. These can be installed between walls, between the base and roof panels, and at the junction of partition walls and the main structure. They absorb and dissipate vibration energy, reducing the structural vibration response. When installed between partition walls and the main structure, they restrict relative motion and enhance the building's stability.
[0004] The basic structure of a viscous damping wall system consists of a box panel fixed to the bottom of the building's lower wall or partition, and a damping plate fixed to the top of the building's upper wall or partition. The box panel is filled with a damping medium that limits horizontal relative movement between the damping plate and the box panel. This structure prevents excessive relative displacement between the partition wall and the main wall during earthquakes or strong winds, potentially damaging the partition wall and the entire building structure.
[0005] Although metal viscous damping walls and liquid viscous dampers have improved the seismic and wind resistance of building structures, including partition walls, to a certain extent, shortcomings remain, requiring further optimization of design parameters and improved adaptability. Existing devices lack sufficient flexibility and adaptability to cope with varying degrees of relative movement between partition walls and the main body wall. When slight relative movement occurs between the partition wall and the main body wall, the existing device may be hindered by the damping medium, making it difficult for the partition wall to achieve slight offsets, thereby failing to effectively disperse internal stresses in the building and reduce the direct impact of wind on the building. Furthermore, when large-scale relative movement occurs between the partition wall and the main body wall, the existing device may be unable to effectively curb the displacement due to insufficient resistance, resulting in poor protection for the partition wall and the entire building.
[0006] Therefore, it is particularly necessary to develop a new type of viscous damping wall with partition wall function to overcome the shortcomings of existing technologies and better meet the performance requirements of building structures including partition walls in terms of earthquake resistance and wind resistance. Summary of the Invention
[0007] To address the limitations of existing technologies, this invention proposes a novel viscous damping wall that functions as a partition wall. This design can accommodate the relative movement between walls. This innovation overcomes the fixed damping coefficient drawback of existing devices, effectively resolving the problem of buildings being unable to meet the required damping requirements when exposed to varying external environments.
[0008] In order to achieve the above object, the present invention adopts the following technical solutions:
[0009] A novel viscous damping wall with partition wall function comprises a box panel with an open structure at the upper end, a damping medium is poured into the interior of the box panel, a damping plate is arranged at the upper end of the box panel, and the lower side of the damping plate is plugged into the interior of the box panel, two limit plates are fixedly connected to the interior of the box panel, and the two limit plates are arranged side by side up and down, wherein the relatively upper limit plate is limit plate I, and the relatively lower limit plate is limit plate II, and a mounting hole is opened through the middle section of the limit plate I, and the damping plate is inserted into the two limit plates through the mounting hole. The plates are arranged between the damping plates, and spring damping mechanisms are respectively provided on the left and right sides of the damping plate. The spring damping mechanism includes a driven plate, which is slidingly connected to the limit plate. The gap between the limit plate II and the inner wall of the lower end of the box plate is the damping groove I. At the same time, the gap between each of the driven plates and the inner wall of the adjacent box plate is the damping groove II. The damping medium is filled in the damping groove I and the damping groove II. In addition, gap grooves are respectively provided between the left and right sides of the limit plate II and the inner wall of the box plate, and the damping groove II is connected with the damping groove I through the gap groove.
[0010] Preferably, two partitions are slidably connected inside the damping groove I, and the two partitions divide the damping groove I into a dividing groove I, a mounting groove, and a dividing groove II from left to right. The damping medium is poured into the dividing groove I and the dividing groove II, and the partition is sealed with the box plate. A synchronous transmission mechanism is provided in the mounting groove, and the synchronous transmission mechanism is movably connected to the partition. In addition, damping transmission components are provided between the left and right sides of the damping plate and the driven plate on the same side.
[0011] Preferably, the synchronous transmission mechanism includes a gear, which is rotatably connected to the box plate, and a rack is meshed and transmission-connected on the upper and lower sides of the gear, and each rack is fixedly connected to the partition on the same side.
[0012] Preferably, the spring damping mechanism also includes four follower plates arranged in a rectangular array, wherein the two follower plates arranged up and down on one side are slidingly connected to the driven plate on the same side, the left and right sides of the damping plate are respectively rotatably connected to two transmission rods, the two transmission rods on one side are rotatably connected to the two adjacent follower plates, and the two follower plates in the same vertical plane are respectively provided with compression springs at their distal ends, and the two axial ends of the compression springs are respectively fixedly connected to the corresponding follower plate and the driven plate.
[0013] Preferably, the damping transmission component includes a pad made of elastic material, and the upper and lower ends of the pad are respectively in contact with the corresponding driven plate.
[0014] Preferably, a positioning piece is fixedly connected to the left and right sides of the damping plate respectively, a sliding groove is provided on the positioning piece, and a positioning rod is slidably connected in each of the sliding grooves, and the positioning rod is rotatably connected to the two transmission rods on the same side.
[0015] Preferably, an elastic pad is fixedly connected in the mounting hole, the elastic pad is fixedly connected to the limiting plate I, and the elastic pad abuts against the damping plate.
[0016] Compared with the prior art, the present invention has the following beneficial effects:
[0017] In practical applications of this invention, the spring damping mechanism plays a key role when the damping plate and the box panel undergo slight relative motion. The spring's elastic properties ensure that during this phase, the spring is compressed while the damping medium remains stationary. This design minimizes the resistance experienced by the damping plate and box panel during these slight displacements, allowing the upper and lower walls of the building to naturally deflect slightly. This slight deflection is crucial, as it effectively prevents stress concentration within the building and significantly reduces the direct impact of wind on the building, ensuring the building's structural stability in everyday environments.
[0018] In practical applications of the present invention, when the damping plate and the housing undergo extensive relative movement, the accumulated elastic potential energy of the spring reaches a high level. At this point, the driven plate displaces relative to the housing, forcing the damping medium to flow from damping groove II through the smaller gap groove into damping groove I. Due to the flow-limiting effect of the gap groove, the damping medium encounters significant resistance during flow, providing a strong damping force to withstand the extensive relative movement of the damping plate and the housing. This powerful damping force effectively curbs the extensive positional movement of the upper and lower walls, providing reliable protection against damage caused by excessive movement in extreme conditions such as earthquakes or strong winds. BRIEF DESCRIPTION OF THE DRAWINGS
[0019] Figure 1 It is a schematic diagram of the overall structure of the present invention.
[0020] Figure 2 This is a schematic diagram of the positional relationship between the box plate and the damping medium of the present invention.
[0021] Figure 3 Schematic diagram of the positional relationship between the partition and the limiting plate II of the present invention.
[0022] Figure 4 Schematic diagram of the coordination relationship between the spring damping mechanism and the limit plate I of the present invention.
[0023] Figure 5 It is a schematic diagram of the cooperation relationship between the spring damping mechanism and the damping plate of the present invention.
[0024] Figure 6 Schematic diagram of the connection relationship between the driven plate and the follower plate of the present invention.
[0025] Figure 7 Schematic diagram of the connection relationship between the transmission rod and the positioning member of the present invention.
[0026] Figure 8 It is a schematic diagram of the cooperation relationship between the synchronous transmission mechanism and the box plate of the present invention.
[0027] Figure 9 Schematic diagram of the connection relationship between the rack and the partition of the present invention.
[0028] Figure 10 It is a schematic diagram of the cooperation relationship between the elastic pad and the damping plate of the present invention.
[0029] In the figure: 1. Damping plate; 2. Box plate; 3. Limiting plate; 301. Limiting plate I; 302. Limiting plate II; 303. Elastic pad; 4. Spring damping mechanism; 401. Driven plate; 402. Compression spring; 403. Follower plate; 404. Pad; 405. Transmission rod; 406. Positioning rod; 407. Slide; 408. Positioning member; 5. Damping medium; 6. Partition plate; 7. Damping groove II; 8. Damping groove I; 801. Partitioning groove I; 802. Mounting groove; 803. Partitioning groove II; 9. Synchronous transmission mechanism; 901. Rack; 902. Gear; 10. Clearance groove. DETAILED DESCRIPTION
[0030] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.
[0031] In the description of the present invention, it should be understood that the terms "upper", "lower", "front", "back", "left", "right", "top", "bottom", "inside", "outside", etc., indicating directions or positional relationships, are based on the directions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific direction, be constructed and operated in a specific direction, and therefore should not be understood as limiting the present invention.
[0032] See also Figure 1 and Figure 2 A new type of viscous damping wall with partition wall function is mainly used between the walls of a building (or between the bottom plate and the top plate of a building) to improve the earthquake and wind resistance of the building.
[0033] Specifically, the damping wall comprises a box plate 2 fixedly connected to the lower wall of the building (i.e. the bottom of the building), with an open top. A damping plate 1 is provided on the upper portion of the box plate 2 for fixed connection to the top wall of the building.
[0034] In addition, the box panel 2 is filled with a damping medium 5, which effectively suppresses the horizontal displacement between the damping plate 1 and the box panel 2, prevents relative movement between the walls, and ensures building safety and user protection.
[0035] Please refer to Figure 2 and Figure 3 As shown, the significant difference between this device and the prior art is that two side-by-side limit plates 3, namely limit plate I 301 and limit plate II 302, are fixedly installed inside the box plate 2, with limit plate I 301 located at the top. A mounting hole is provided in the middle of limit plate I 301, through which the damping plate 1 is installed between the two limit plates 3.
[0036] Spring damping mechanisms 4 are provided on both sides of the damping plate 1. These mechanisms include follower plates 401, which are slidably connected to the stop plates 3. In practice, the cooperation between the follower plates 401 and the stop plates 3 allows for the partitioning of the space within the box panel 2. Specifically, the damping grooves I8 are located between the stop plates II 302 and the lower inner wall of the box panel 2, while the damping grooves II7 are located between the follower plates 401 and the inner wall of the adjacent box panel 2.
[0037] In addition, the present device fills damping medium 5 into damping grooves I8 and II7. Gap grooves 10 are provided between the left and right sides of limit plate II 302 and the inner wall of the box body, and damping grooves II7 and I8 are interconnected through gap grooves 10. By utilizing the inherent characteristics of the spring—the elastic potential energy stored in the spring is proportional to its compressed length—when slight relative movement occurs between the damping plate 1 and the box body 2, the compression of the spring can prevent the flow of damping medium 5. Thus, when slight displacement occurs between the damping plate 1 and the box body 2, the resistance encountered is small, allowing the upper and lower walls to deflect slightly more easily. This slight deflection helps to disperse stress concentration within the building and reduce the direct impact of wind on the building.
[0038] Accordingly, when the damping plate 1 and the box panel 2 experience a large relative movement, the spring's stored elastic potential energy is relatively high, causing the driven plate 401 to shift relative to the box panel 2, and the damping medium 5 begins to flow from the damping groove II 7 into the damping groove I 8. By utilizing the smaller clearance grooves 10, the damping medium 5 encounters greater resistance during its flow, thereby exerting its damping effect and effectively limiting the large relative movement between the damping plate 1 and the box panel 2. This prevents significant positional shifts between the upper and lower walls, ensuring the safety of the building and preventing damage.
[0039] Please refer to Figure 4 、 Figure 5 、 Figure 6 、 Figure 7 Specifically, the design details of the spring damping mechanism 4 are as follows. This mechanism primarily comprises four follower plates 403 arranged in a rectangular array. On one side, two follower plates 403, arranged vertically, are slidably connected to corresponding follower plates 401, enabling the follower plates 403 to perform vertical linear motion relative to the follower plates 401.
[0040] At the same time, the left and right sides of the damping plate 1 are respectively rotatably connected to two transmission rods 405. The two transmission rods 405 on each side are rotatably connected to the two adjacent follower plates 403. This design causes the center line of a single transmission rod 405 to be tilted.
[0041] In practice, by utilizing the tilt of transmission rod 405, when damping plate 1 and box plate 2 undergo relative displacement, the horizontal thrust exerted by damping plate 1 on follower plate 403 via transmission rod 405 can be cleverly converted into longitudinal and horizontal force components. This conversion mechanism enhances the flexibility and stability of the mechanism.
[0042] Therefore, this device is equipped with compression springs 402 at the distal ends of the two follower plates 403, which lie in the same vertical plane. The two axial ends of these compression springs 402 are fixedly connected to the corresponding follower plate 403 and driven plate 401, respectively, effectively counteracting the horizontal thrust exerted on the follower plate 403 by the damping plate 1 via the transmission rod 405. This design ensures stable operation and a long service life for the mechanism.
[0043] It's worth noting that relative movement between the upper and lower walls requires the application of a sufficiently large external force. A single compression spring 402 is unlikely to effectively prevent relative movement between the damping plate 1 and the box panel 2. Therefore, this device utilizes a transmission rod 405 to disperse the horizontal thrust exerted by the damping plate 1 on the follower plate 403. The device also utilizes the frictional resistance between the follower rod and the driven plate 401, in conjunction with the damping medium 5, to exert a reaction force on the follower plate 401 (and therefore, the follower plate 403), thereby assisting in preventing relative movement between the damping plate 1 and the box panel 2.
[0044] It's important to note that the inclination of transmission rod 405 directly affects the magnitude of the longitudinal and transverse forces exerted by damping plate 1 on follower plate 403. Therefore, in practical applications, the inclination angle of transmission rod 405 should be determined based on the building's initial design specifications (i.e., the range of external forces the building can withstand within a safe range). This also allows for simultaneous control of the initial compression level of compression spring 402, ensuring the device meets actual needs and is suitable for buildings with diverse design requirements.
[0045] Further, if Figure 6 As shown, each compression spring 402 is internally provided with a corresponding screw. The screw is firmly connected to the follower plate 403 and inserted into the driven plate 401. This design can achieve positional constraints on the compression spring 402 and prevent the compression spring 402 from separating from the follower plate 403.
[0046] In addition, it should be emphasized that the coordinated use of the transmission rod 405 and the follower plate 403 can not only realize the decomposition of the horizontal thrust of the damping rod, such as Figure 2 As shown, the height of the lower end of the damping plate 1 can be limited to be greater than the height of the upper end of the limit plate II 302, and the compression spring 402 can be used to suppress the up and down movement of the damping plate 1 to adapt to the ups and downs of the ground.
[0047] Furthermore, in order to enhance the complete containment effect of the damping medium 5 on the movement of the damping plate 1, two partitions 6 are cleverly arranged in the damping groove I8, which divide the damping groove into the dividing groove I801, the installation groove 802 and the dividing groove II803 in an orderly manner from left to right.
[0048] In addition, the device is cleverly provided with a synchronous transmission mechanism 9 in the mounting groove 802. This mechanism, with its precise mechanical structure, can ensure that the two partitions 6 move precisely in completely opposite directions, always maintaining a dynamic balance of moving toward or away from each other.
[0049] At the same time, this device strictly controls the placement of the damping medium 5, ensuring that it is poured into both dividing grooves I 801 and II 803. A sealed connection is employed between the partition plate 6 and the box plate 2 to ensure the containment and stability of the damping medium 5. This design allows the damping medium 5 on both sides to simultaneously act on a single driven plate 401, generating a dual resistance effect. This innovative design significantly increases the resistance experienced by a single driven plate 401 during movement, thereby more effectively curbing its motion.
[0050] It should be noted that, taking the left driven plate 401 as an example, when it is affected by the horizontal thrust of the damping plate 1 and moves to the left, the damping medium 5 within the left damping groove II 7 will flow into the interior of the dividing groove I 801 through the left gap groove 10. At this time, the left partition plate 6 will be pushed to move to the right accordingly. Under the action of the synchronous transmission mechanism 9, the right partition plate 6 will also move to the left, causing the space inside the dividing groove II 803 to increase (and the space inside the mounting groove 802 to decrease accordingly). Therefore, the damping medium 5 within the right damping groove II 7 will flow into the interior of the dividing groove II 803 through the right gap groove 10, forming a dynamic damping adjustment process.
[0051] like Figure 8 、 Figure 9 Specifically, the synchronous transmission mechanism 9 includes a gear 902 and a rack 901. Gear 902 is connected to the box panel 2 via a rotational connection, ensuring its rotational flexibility. The upper and lower sides of gear 902 are each meshed with a rack 901 for transmission connection, and each rack 901 is sealed to the partition 6 on the same side. The transmission effect of gear 902 ensures that the two racks 901 always maintain a trend of moving toward or in opposite directions, thereby achieving synchronized reverse movement of the partition 6.
[0052] It's important to note that as the distance between follower plate 401 and damping plate 1 increases (a decrease in distance increases the distance between follower plates 403 on the corresponding side, and the elastic potential energy stored in compression spring 402 increases), the distance between follower plates 403 on the corresponding side decreases, and the angle between transmission rod 405 and the horizontal plane also decreases. The compression spring 402 primarily prevents the distance between follower plates 403 on the same side from decreasing and applies a reverse thrust to the follower plates 403 on both sides.
[0053] Therefore, in order to ensure that during the flow of the damping medium 5, the present device can effectively suppress the movement of the damping plate 1 (taking the movement of the damping plate 1 to the left as an example, it is mainly to prevent the compression spring 402 on the right from applying a leftward thrust to the damping plate 1, and to prevent it from applying a rightward reaction force to the driven plate 401), the present device sets up damping transmission components between the left and right sides of the damping plate 1 and the driven plate 401 on the same side to suppress the relative movement between the two follower plates 403 on the same side.
[0054] Specifically, if Figure 6 As shown, the damping transmission component includes a pad 404 made of elastic material, and the upper and lower ends of the pad 404 are respectively in contact with the corresponding driven plate 401. Through the action of the pad 404, the technical effect of suppressing the opposite movement of the two follower plates 403 on the same side can be achieved.
[0055] It must be noted that the elastic material pad 404 itself can only withstand a limited amount of deformation. Therefore, in practical applications, it is only necessary to ensure that the initial length of the pad 404 is adjusted to the desired state (i.e., when the device is not subjected to external forces, the pad 404 and the follower block are in contact or not in contact). This will ensure that when the damping plate 1 moves relative to the box plate 2, the pad 404 will not exert a thrust on the two follower blocks on the same side, thereby preventing the pad 404 from interfering with the compression spring 402 and causing the device to behave unpredictably when restraining the movement of the damping plate 1.
[0056] At the same time, due to the small deformation of pad 404, it can accumulate a large amount of elastic potential energy. Therefore, in actual application, when the damping plate 1 is moved to one side by the synchronous transmission mechanism 9, the compression spring 402 and pad 404 will jointly provide a large reaction force for the damping plate 1. This reaction force can gradually reset the damping plate 1 over a long period of time after the external force on the building is removed. (The damping medium 5 provides only a small amount of frictional resistance during slow flow, mainly relying on its viscous state and the small size of the clearance groove 10 to curb violent relative movement.)
[0057] Accordingly, the presence of the pad 404 can also suppress the slight position movement of the damping plate 1, thereby avoiding the situation where the compression spring 402 alone cannot achieve the technical effect of suppressing the movement of the damping plate 1.
[0058] like Figure 7 As shown, the left and right sides of the damping plate 1 are equipped with positioning members 408, and these positioning members 408 are equipped with rotatable positioning rods 406, which are then connected to the two transmission rods 405 on the same side, thereby realizing a flexible rotation connection between the transmission rod 405 and the damping plate 1.
[0059] Therefore, in order to better adapt to the actual situation and effectively avoid stress concentration inside the building, the device is provided with a through slide groove 407 on the positioning member 408. By precisely controlling the position of the positioning rod 406 in the slide groove 407, it is ensured that the damping plate 1 is completely free from interference from the damping force when a slight offset occurs.
[0060] See also Figure 2 and Figure 10 To extend the service life of the device and ensure the normal operation of all components, an elastic pad 303 is provided in the mounting hole. The elastic pad 303 is fixedly connected to the limit plate I 301 and is in close contact with the damping plate 1. In practical applications, the elastic pad 303 can play a buffering and sealing role.
[0061] In actual use of the present invention, taking the movement of the damping plate 1 to the left as an example:
[0062] 1. Damping plate 1 fine displacement stage
[0063] When the damping plate 1 is slightly displaced relative to the box plate 2 , only the elastic pad 303 exerts a small resistance on the damping plate 1 .
[0064] 2. Small displacement of damping plate 1
[0065] When the damping plate 1 slightly deflects to the left relative to the box plate 2, the reaction force exerted by the compression spring 402 and the pad 404 can slow down and curb the movement of the damping plate 1. The specific steps are as follows:
[0066] When the damping plate 1 slightly shifts to the left relative to the box plate 2, the distance between the two left follower plates 403 increases. Since the follower plates 403 are connected to the compression springs 402, the two left compression springs 402 are stretched, and the elastic potential energy increases.
[0067] At the same time, the distance between the two follower plates 403 on the right side decreases. The pad 404 on the right side is squeezed and begins to accumulate elastic potential energy.
[0068] At this time, the reaction force exerted by the left compression spring 402 and the right pad 404 on the damping plate 1 begins to appear, effectively curbing the movement of the damping plate 1 and preventing it from further displacement.
[0069] 3. Damping plate 1 maximum deflection stage
[0070] When the damping plate 1 deviates significantly to the left relative to the box plate 2, the reaction force exerted by the damping medium 5 and the pad 404 can completely curb the movement of the damping plate 1. The specific steps are as follows:
[0071] Displacement of follower plate 401:
[0072] The left driven plate 401 moves to the left under the push of the damping plate 1. As the left driven plate 401 moves to the left, the space in the left damping groove II 7 decreases, and the damping medium 5 begins to flow from the inside of the left damping groove II 7 through the gap groove 10 into the inside of the dividing groove I 801;
[0073] The right driven plate 401 moves rightward under the action of the gear 902 transmission mechanism, and the space in the right damping groove II7 also changes, and the damping medium 5 in the dividing groove II803 flows into the right damping groove II7 through the right gap groove 10.
[0074] Reaction force curbs displacement:
[0075] The damping medium 5 encounters significant resistance as it flows through the smaller gap slots 10. This resistance is transmitted to the damping plate 1 via the driven plate 401. Simultaneously, the pad 404 continues to accumulate elastic potential energy and exerts a reaction force. The combined forces of the compression spring 402, the damping medium 5, and the pad 404 completely curb the movement of the damping plate 1, preventing significant displacement of the upper and lower walls and protecting the building from damage.
[0076] While embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions, and variations may be made to these embodiments without departing from the principles and spirit of the invention, and that the scope of the invention is defined by the appended claims and their equivalents.
Claims
1. A novel viscous damping wall having a partition wall function, comprising a box panel (2) with an open structure at the upper end, a damping medium (5) being poured into the interior of the box panel (2), a damping plate (1) being provided at the upper end of the box panel (2), and the lower side of the damping plate (1) being plugged into the interior of the box panel (2), characterized in that: Two limiting plates (3) are fixedly connected inside the box plate (2), and the two limiting plates (3) are arranged in parallel up and down, wherein the relatively upper limiting plate (3) is limiting plate I (301), and the relatively lower limiting plate (3) is limiting plate II (302), and a mounting hole is provided through the middle section of the limiting plate I (301), and the damping plate (1) is inserted between the two limiting plates (3) through the mounting hole; The damping plate (1) is provided with a spring damping mechanism (4) on both sides thereof, wherein the spring damping mechanism (4) comprises a driven plate (401), and the driven plate (401) is slidably connected to the limit plate (3); The gap between the limit plate II (302) and the inner wall of the lower end of the box plate (2) is the damping groove I (8). At the same time, the gap between each of the driven plates (401) and the inner wall of the adjacent box plate (2) is the damping groove II (7). The damping medium (5) is filled in the damping groove I (8) and the damping groove II (7). In addition, the limit plate II (302) is provided with a gap groove (10) between the left and right sides and the inner wall of the box plate (2). The damping groove II (7) and the damping groove I (8) are connected through the gap groove (10).
2. The novel viscous damping wall with partition wall function according to claim 1 is characterized in that: Two partitions (6) are slidably connected inside the damping groove I (8), and the two partitions (6) divide the damping groove I (8) into a dividing groove I (801), a mounting groove (802), and a dividing groove II (803) from left to right. The damping medium (5) is poured into the dividing groove I (801) and the dividing groove II (803), and the partitions (6) are sealed and connected to the box plate (2); A synchronous transmission mechanism (9) is provided in the installation groove (802), and the synchronous transmission mechanism (9) is movably connected to the partition (6). In addition, damping transmission components are provided between the left and right sides of the damping plate (1) and the driven plate (401) on the same side.
3. The novel viscous damping wall with partition wall function according to claim 2 is characterized in that: The synchronous transmission mechanism (9) includes a gear (902) which is rotatably connected to the box plate (2). In addition, the upper and lower sides of the gear (902) are respectively meshed and transmission-connected with a rack (901), and each rack (901) is fixedly connected to the partition plate (6) on the same side.
4. The novel viscous damping wall with partition wall function according to claim 2 is characterized in that: The spring damping mechanism (4) further comprises four follower plates (403) arranged in a rectangular array, wherein two follower plates (403) arranged up and down on one side are slidably connected to the driven plate (401) on the same side; The damping plate (1) is rotatably connected to two transmission rods (405) on the left and right sides respectively. The two transmission rods (405) on one side are rotatably connected to two adjacent follower plates (403). Furthermore, the two follower plates (403) located in the same vertical plane are provided with compression springs (402) at their distal ends respectively. The two axial ends of the compression springs (402) are fixedly connected to the corresponding follower plates (403) and the driven plate (401).
5. The novel viscous damping wall with partition wall function according to claim 4 is characterized in that: The damping transmission component comprises a cushion block (404) made of elastic material, and the upper and lower ends of the cushion block (404) respectively abut against the corresponding driven plate (401).
6. The novel viscous damping wall with partition wall function according to claim 4 is characterized in that: A positioning member (408) is fixedly connected to the left and right sides of the damping plate (1), respectively. A sliding groove (407) is provided through the positioning member (408), and a positioning rod (406) is slidably connected in each of the sliding grooves (407). The positioning rod (406) is rotationally connected to the two transmission rods (405) on the same side.
7. The novel viscous damping wall with partition wall function according to claim 1 is characterized in that: An elastic pad (303) is fixedly connected in the mounting hole, the elastic pad (303) is fixedly connected to the limiting plate I (301), and the elastic pad (303) abuts against the damping plate (1).