CN221001492U - Friction viscous damping wall - Google Patents
Friction viscous damping wall Download PDFInfo
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- CN221001492U CN221001492U CN202322738337.XU CN202322738337U CN221001492U CN 221001492 U CN221001492 U CN 221001492U CN 202322738337 U CN202322738337 U CN 202322738337U CN 221001492 U CN221001492 U CN 221001492U
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- 238000013016 damping Methods 0.000 title claims abstract description 167
- 230000007246 mechanism Effects 0.000 claims abstract description 66
- 238000010008 shearing Methods 0.000 claims abstract description 42
- 238000005265 energy consumption Methods 0.000 claims abstract description 39
- 239000012530 fluid Substances 0.000 claims abstract description 10
- 230000003139 buffering effect Effects 0.000 claims abstract description 7
- 230000006835 compression Effects 0.000 claims description 4
- 238000007906 compression Methods 0.000 claims description 4
- 238000006073 displacement reaction Methods 0.000 abstract description 9
- 230000000694 effects Effects 0.000 description 14
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 8
- 230000009467 reduction Effects 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 239000011345 viscous material Substances 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
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Abstract
The utility model relates to the technical field of constructional engineering, in particular to a friction viscous damping wall. The friction viscous damping wall comprises a damping box, a shearing plate, a driving friction mechanism, a driven friction mechanism and an elastic damping mechanism; the bottom of the damping box can be connected with the bottom beam, and the top of the shearing plate can be connected with the top beam; the damping box contains viscous fluid which provides viscous force, and the shearing plate penetrates into the damping box and is immersed into the viscous fluid; the driving friction mechanism is arranged on the shearing plate along the length direction of the shearing plate, and the driven friction mechanisms are sequentially arranged on the inner wall of the damping box; the driving friction mechanism and the driven friction mechanism are mutually abutted, and friction energy consumption can be realized through relative movement; the elastic damping mechanism is arranged between the damping box and the shearing plate to realize buffering and energy consumption. Therefore, energy consumption processing on building displacement can be efficiently and stably realized.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to a friction viscous damping wall.
Background
Viscous damping walls are widely used as damping devices for building structures at present, and generally consist of an outer steel box body, an inner energy-consumption shearing steel plate and high-damping viscous materials. The high damping viscous material of the gap between the energy consumption shearing steel plate and the external steel box body generates a speed gradient when the floor generates relative deformation (or relative speed), and then the viscous material rubs and dissipates seismic energy and generates a large damping force.
Meanwhile, friction damping is also applied to building vibration reduction, and the prior art generally adopts a friction damping energy consumption mechanism to solve various problems caused by uncertainty of energy consumption performance of a traditional viscous damping wall under large vibration and excessive bearing capacity on component design, so that the energy consumption capacity of the damping wall is improved, and the utilization space of the damping wall is greatly increased.
Further, as disclosed in patent CN211143368U, a novel friction-viscous damping wall is disclosed, which is provided with an upper friction connecting plate, a lower friction connecting plate and energy dissipation friction plates arranged between the upper friction connecting plate and the lower friction connecting plate at the top of the shear plate, so as to apply work through friction of the friction plates to consume displacement of the damping wall, thereby realizing the functions of friction energy dissipation and viscous damping energy dissipation. However, the friction viscous damping wall has poor energy consumption effect, and when encountering larger earthquake waves, the problems of easy damage to the main structure and unstable energy consumption capability still occur.
Disclosure of utility model
The utility model aims to provide a friction viscous damping wall, which can efficiently and stably realize energy consumption treatment on building displacement and can obviously solve the problems of easy damage to a main structure and unstable energy consumption capability in the prior art.
Embodiments of the utility model may be implemented as follows:
In a first aspect, the present utility model provides a friction viscous damping wall comprising:
The device comprises a damping box, a shearing plate, a driving friction mechanism, a driven friction mechanism and an elastic damping mechanism;
The bottom of the damping box can be connected with a bottom beam, and the top of the shearing plate can be connected with a top beam; the damping box contains viscous fluid for providing viscous force, and the shearing plate penetrates into the damping box and is immersed into the viscous fluid;
The driving friction mechanism is arranged on the shearing plate along the length direction of the shearing plate, and the driven friction mechanisms are sequentially arranged on the inner wall of the damping box; the driving friction mechanism and the driven friction mechanism are mutually abutted, and friction energy consumption can be realized through relative movement;
The elastic damping mechanism is arranged between the damping box and the shearing plate to realize buffering and energy consumption.
In an alternative embodiment, the elastic damping mechanism comprises a damping unit and an elastic unit;
Along the length direction of the shearing plate, two ends of the damping unit are respectively arranged between the shearing plate and the damping box so as to buffer the relative movement of the shearing plate and the damping box;
And the elastic units are respectively arranged between the shearing plate and the damping box along the length direction of the shearing plate so as to buffer the relative movement of the shearing plate and the damping box through elasticity.
In an alternative embodiment, the elastic damping mechanism further comprises a support structure comprising opposed first and second ends; the first end of the supporting structure is connected with the damping box, and the second end of the supporting structure extends to one side of the length direction of the shear plate;
One end of the damping unit is arranged at the second end of the supporting structure, and the other end of the damping unit is arranged on the shear plate;
The elastic units are respectively abutted between the second ends and the shearing plates.
In an alternative embodiment, the damping unit includes a fixed block and a movable block, the movable block being telescopically disposed in the fixed block; and the fixed block is arranged on the shearing plate, and the movable block is connected with the damping box.
In an alternative embodiment, the damping units are detachably arranged on the shear plate and the damping box, respectively.
In an alternative embodiment, both ends of the damping unit are hinged to the shear plate and the damping tank, respectively.
In an alternative embodiment, the elastic unit is a compression spring.
In an alternative embodiment, the shear plate has a center line along a length direction, and the driven friction mechanism comprises a first friction unit, a second friction unit and a third friction unit which are sequentially arranged from the center line to the edge of the shear plate;
And the friction coefficients of the first friction unit, the second friction unit and the third friction unit are sequentially increased.
In an alternative embodiment, the thicknesses of the first friction unit, the second friction unit and the third friction unit increase in sequence from the center line to the edge of the shear plate.
In an alternative embodiment, the surface of the second friction unit is provided with a mesh pattern and the surface of the third friction unit is provided with a spiral pattern.
The beneficial effects of the embodiment of the utility model include, for example:
The friction viscous damping wall of this scheme includes damping case, shear plate, initiative friction mechanism, driven friction mechanism and elasticity damping mechanism. The damping box and the shearing plate realize energy consumption effect through viscous damping, and meanwhile, the driving friction mechanism and the driven friction mechanism are matched relatively to realize friction energy consumption. So through viscous damping and friction damping cooperation in order to realize better energy consumption effect to ensure damping capacity. Furthermore, in the scheme, an elastic damping mechanism is arranged between the damping box and the shearing plate to realize buffering and energy consumption. Therefore, the combination of more energy consumption modes is realized, so that the effect of the damping wall is ensured, and the stability and the reliability of the building are ensured.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some embodiments of the present utility model and therefore should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic view of a friction viscous damping wall according to an embodiment of the present utility model;
Fig. 2 is a partial schematic view of the friction viscous damping wall of fig. 1.
Icon: 010-bottom beams; 020-top beam; 100-a damping box; 200-shearing plates; 201-center line; 300-an active friction mechanism; 400-driven friction mechanism; 401-grid lines; 402-spiral lines; 410-a first friction unit; 420-a second friction unit; 430-a third friction unit; 500-an elastic damping mechanism; 510-a damping unit; 511-a fixed block; 512-active block; 520-an elastic unit; 530-a support structure; 531-a first end; 532-second end.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments of the present utility model. The components of the embodiments of the present utility model generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the utility model, as presented in the figures, is not intended to limit the scope of the utility model, as claimed, but is merely representative of selected embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further definition or explanation thereof is necessary in the following figures.
In the description of the present utility model, it should be noted that, if the terms "upper", "lower", "inner", "outer", and the like indicate an azimuth or a positional relationship based on the azimuth or the positional relationship shown in the drawings, or the azimuth or the positional relationship in which the inventive product is conventionally put in use, it is merely for convenience of describing the present utility model and simplifying the description, and it is not indicated or implied that the apparatus or element referred to must have a specific azimuth, be configured and operated in a specific azimuth, and thus it should not be construed as limiting the present utility model.
Furthermore, the terms "first," "second," and the like, if any, are used merely for distinguishing between descriptions and not for indicating or implying a relative importance.
It should be noted that the features of the embodiments of the present utility model may be combined with each other without conflict.
The viscous damping wall is used as a speed-dependent damper, and the energy-consumption damping effect can be applied to various stages in the earthquake action process.
Referring to fig. 1, the present embodiment provides a friction viscous damping wall, which includes a damping case 100, a shear plate 200, a driving friction mechanism 300, a driven friction mechanism 400, and an elastic damping mechanism 500.
The bottom of the damping box 100 can be connected with the bottom beam 010, and the top of the shear plate 200 can be connected with the top beam 020; the damping tank 100 contains a viscous fluid that provides a viscous force, and the shear plate 200 is immersed in the viscous fluid while being deep into the damping tank 100;
the driving friction mechanism 300 is arranged on the shear plate 200 along the length direction of the shear plate 200, and the driven friction mechanisms are sequentially arranged on the inner wall of the damping box 100; the driving friction mechanism 300 and the driven friction mechanism 400 are mutually abutted, and friction energy consumption can be realized through relative motion;
the elastic damping mechanism 500 is provided between the damping tank 100 and the shear plate 200 to achieve buffering and energy consumption.
The friction viscous damping wall in this embodiment includes a damping case 100, a shear plate 200, a driving friction mechanism 300, a driven friction mechanism 400, and an elastic damping mechanism 500. Wherein, the damping box 100 and the shear plate 200 realize energy consumption effect through viscous damping, and the driving friction mechanism 300 and the driven friction mechanism 400 are matched relatively to realize friction energy consumption. So through viscous damping and friction damping cooperation in order to realize better energy consumption effect to ensure damping capacity. Further, in this embodiment, an elastic damping mechanism 500 is disposed between the damping case 100 and the shear plate 200 to achieve buffering and energy consumption. Therefore, the combination of more energy consumption modes is realized, so that the effect of the damping wall is ensured, and the stability and the reliability of the building are ensured.
Referring further to fig. 1 and 2, it can be seen that in the present embodiment of the utility model, the elastic damping mechanism 500 includes a damping unit 510 and an elastic unit 520; along the length direction of the shear plate 200, both ends of the damping unit 510 are respectively disposed between the shear plate 200 and the damping tank 100 to buffer the relative movement of the shear plate 200 and the damping tank 100; and elastic units 520 are respectively provided between the shear plate 200 and the damper case 100 in the length direction of the shear plate 200 to buffer the relative movement of the shear plate 200 and the damper case 100 by elasticity.
Namely, the elastic damping mechanism 500 has two energy consumption modes of damping energy consumption and elastic energy consumption, viscous damping and friction damping, and the cooperative cooperation of the four energy consumption modes can ensure that the building can consume relative displacement under earthquake waves, dissipate earthquake energy and protect the safety of the building under the earthquake.
Optionally, the elastic damping mechanism 500 further comprises a support structure 530, the support structure 530 comprising opposite first and second ends 531, 532; the first end 531 of the support structure 530 is connected to the damper box 100, and the second end 532 extends to one side of the shear plate 200 in the length direction; one end of the damping unit 510 is disposed at the second end 532 of the support structure 530, and the other end of the damping unit 510 is disposed on the shear plate 200; the elastic units 520 are respectively abutted between the second ends 532 and the shear plates 200.
The elastic unit 520 is abutted between the support structure 530 and the shear plate 200, thereby buffering displacement between the shear plate 200 and the damper box 100, and thus guaranteeing stability of the building using elastic energy consumption. While the damping unit 510 absorbs energy by damping itself.
Alternatively, the damping unit 510 may be at least one of a liquid damper, a gas damper, and an electromagnetic damper. The damper is used for providing resistance to movement, so that movement energy is consumed, the effects of vibration reduction and energy dissipation are achieved, and the safety of shock absorption objects is further guaranteed.
Further, in the present embodiment of the present utility model, the damping unit 510 includes a fixed block 511 and a movable block 512, the movable block 512 being telescopically disposed in the fixed block 511; and a fixed block 511 is provided on the shear plate 200, and a movable block 512 is connected to the damper case 100. The damping unit 510 of the telescopic structure can secure the effect of the damper.
As can also be seen from the figure, damping units 510 are detachably provided on the shear plate 200 and the damping tank 100, respectively. Specifically, the damping unit 510 can be easily detached from the shear plate 200 and the damping tank 100, thereby facilitating maintenance and servicing of the elastic damping mechanism 500.
Alternatively, in the present embodiment of the present utility model, both ends of the damping unit 510 are hinged to the shear plate 200 and the damping tank 100, respectively. The hinged arrangement of the damping unit 510 allows for a better flexibility of movement of the elastic damping mechanism 500 with the shear plate 200 and the support structure, thereby avoiding damage to the damping unit 510 caused by a rigid connection.
In the present embodiment of the utility model, the elastic unit 520 is a compression spring. The compression spring has the advantages of simple structure and lower cost, and can adapt to the scene of large-scale assembly line manufacturing. Further, the elastic unit 520 is sleeved on the circumferential direction of the damping unit 510, and one end of the elastic unit 520 abuts against the second end 532 of the supporting structure 530, and the other end abuts against the side wall of the shear plate 200, so as to ensure the elastic energy dissipation effect of the elastic damping mechanism 500 through elastic force.
In the present embodiment of the present utility model, the shear plate 200 has a center line 201 in a length direction, and the driven friction mechanism 400 includes a first friction unit 410, a second friction unit 420, and a third friction unit 430 disposed in this order from the center line 201 to an edge of the shear plate 200; and the friction coefficients of the first friction unit 410, the second friction unit 420, and the third friction unit 430 are sequentially increased.
Namely, the driven friction mechanism 400 disposed on the inner wall of the damper case 100 is divided into three parts of a first friction unit 410, a second friction unit 420 and a third friction unit 430, the friction coefficients of which are sequentially increased. When the shear plate 200 is driven by the seismic waves to move to two sides along the center line 201, the center of the active friction plate on the shear plate 200 will generate relative friction with the first friction unit 410, the second friction unit 420 and the third friction unit 430 in sequence, and the purposes of vibration reduction and energy dissipation are achieved in a friction energy consumption mode; meanwhile, as the friction coefficients of the three parts are sequentially increased, when the vibration wave amplitude is larger, the displacement of the center of the active friction plate is larger, the friction force born by the active friction plate is larger, the generated friction energy consumption is more obvious, and the vibration reduction and energy dissipation effects are more obvious.
Further, in the present embodiment of the present utility model, the thicknesses of the first friction unit 410, the second friction unit 420, and the third friction unit 430 sequentially increase from the centerline 201 to the edge of the shear plate 200. As the thickness of the driven friction mechanism 400 increases, when the center of the driving friction plate on the shear plate 200 generates relative friction with the first friction unit 410, the second friction unit 420 and the third friction unit 430 in sequence, the larger the displacement of the center of the driving friction plate is, the larger the friction force is, and the more obvious the friction energy consumption is generated.
Optionally, the surface of the second friction unit 420 is provided with grid patterns 401, and the surface of the third friction unit 430 is provided with spiral patterns 402. That is, the roughness of the first, second and third friction units 410, 420 and 430 increases in sequence, so that the greater the displacement of the center of the active friction plate, the greater the friction force is received.
When in use, the bottom of the damping box 100 is connected with the bottom beam 010, and the top of the shearing plate 200 is connected with the top beam 020; the damping tank 100 is filled with a viscous fluid providing a viscous force, and the shear plate 200 is immersed in the viscous fluid while being deep into the damping tank 100; the driving friction mechanism 300 and the driven friction mechanism 400 are in abutting fit; the elastic damping mechanism 500 is disposed between the damping tank 100 and the shear plate 200, respectively, through the support structure 530. When the shear plate 200 and the damping case 100 have a relative movement tendency, the damper consumes energy, and the elastic energy, viscous damping and friction damping cooperate to jointly achieve the effects of vibration reduction and energy dissipation.
The friction viscous damping wall provided by the embodiment has at least the following advantages:
The friction viscous damping wall of the scheme has the advantages that the friction plate consumes energy, so that the speed type and displacement type energy consumption is realized; the combination of more energy consumption modes is realized, so that the effect of the damping wall is ensured, and the stability and the reliability of a building are ensured.
The present utility model is not limited to the above embodiments, and any changes or substitutions that can be easily understood by those skilled in the art within the technical scope of the present utility model are intended to be included in the scope of the present utility model. Therefore, the protection scope of the utility model is subject to the protection scope of the claims.
Claims (10)
1. A friction viscous damping wall, comprising:
The device comprises a damping box, a shearing plate, a driving friction mechanism, a driven friction mechanism and an elastic damping mechanism;
The bottom of the damping box can be connected with a bottom beam, and the top of the shearing plate can be connected with a top beam; the damping box contains viscous fluid for providing viscous force, and the shearing plate penetrates into the damping box and is immersed into the viscous fluid;
The driving friction mechanism is arranged on the shearing plate along the length direction of the shearing plate, and the driven friction mechanisms are sequentially arranged on the inner wall of the damping box; the driving friction mechanism and the driven friction mechanism are mutually abutted, and friction energy consumption can be realized through relative movement;
The elastic damping mechanism is arranged between the damping box and the shearing plate to realize buffering and energy consumption.
2. A friction viscous damping wall as set forth in claim 1, wherein:
The elastic damping mechanism comprises a damping unit and an elastic unit;
Along the length direction of the shearing plate, two ends of the damping unit are respectively arranged between the shearing plate and the damping box so as to buffer the relative movement of the shearing plate and the damping box;
And the elastic units are respectively arranged between the shearing plate and the damping box along the length direction of the shearing plate so as to buffer the relative movement of the shearing plate and the damping box through elasticity.
3. A friction viscous damping wall as set forth in claim 2, wherein:
The elastic damping mechanism further includes a support structure including opposed first and second ends; the first end of the supporting structure is connected with the damping box, and the second end of the supporting structure extends to one side of the length direction of the shear plate;
One end of the damping unit is arranged at the second end of the supporting structure, and the other end of the damping unit is arranged on the shear plate;
The elastic units are respectively abutted between the second ends and the shearing plates.
4. A friction viscous damping wall as set forth in claim 2, wherein:
The damping unit comprises a fixed block and a movable block, and the movable block is telescopically arranged in the fixed block; and the fixed block is arranged on the shearing plate, and the movable block is connected with the damping box.
5. A friction viscous damping wall as set forth in claim 2, wherein:
the damping units are detachably arranged on the shearing plate and the damping box respectively.
6. A friction viscous damping wall as set forth in claim 5, wherein:
And two ends of the damping unit are respectively hinged to the shearing plate and the damping box.
7. A friction viscous damping wall as set forth in claim 2, wherein:
the elastic unit is a compression spring.
8. A friction viscous damping wall as set forth in claim 1, wherein:
The driven friction mechanism comprises a first friction unit, a second friction unit and a third friction unit which are sequentially arranged;
And the friction coefficients of the first friction unit, the second friction unit and the third friction unit are sequentially increased.
9. The friction viscous damping wall according to claim 8, wherein:
The thicknesses of the first friction unit, the second friction unit and the third friction unit increase in sequence from the center line to the edge of the shear plate.
10. The friction viscous damping wall according to claim 8, wherein:
The surface of the second friction unit is provided with grid lines, and the surface of the third friction unit is provided with spiral lines.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322738337.XU CN221001492U (en) | 2023-10-11 | 2023-10-11 | Friction viscous damping wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322738337.XU CN221001492U (en) | 2023-10-11 | 2023-10-11 | Friction viscous damping wall |
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| Publication Number | Publication Date |
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| CN221001492U true CN221001492U (en) | 2024-05-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202322738337.XU Active CN221001492U (en) | 2023-10-11 | 2023-10-11 | Friction viscous damping wall |
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| CN (1) | CN221001492U (en) |
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2023
- 2023-10-11 CN CN202322738337.XU patent/CN221001492U/en active Active
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