CN116480037A - Super high-rise building vibration isolation viscous damping wall - Google Patents
Super high-rise building vibration isolation viscous damping wall Download PDFInfo
- Publication number
- CN116480037A CN116480037A CN202310582673.1A CN202310582673A CN116480037A CN 116480037 A CN116480037 A CN 116480037A CN 202310582673 A CN202310582673 A CN 202310582673A CN 116480037 A CN116480037 A CN 116480037A
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- damping wall
- plate
- viscous damping
- super high
- rise building
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- Pending
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- 238000013016 damping Methods 0.000 title claims abstract description 96
- 238000002955 isolation Methods 0.000 title claims abstract description 11
- 239000000463 material Substances 0.000 claims description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 238000009434 installation Methods 0.000 description 4
- 230000004044 response Effects 0.000 description 4
- 238000010008 shearing Methods 0.000 description 4
- 230000035939 shock Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 239000012530 fluid Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 230000000670 limiting effect Effects 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000011345 viscous material Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 239000003792 electrolyte Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/36—Bearings or like supports allowing movement
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0237—Structural braces with damping devices
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a vibration isolation viscous damping wall for a super high-rise building, which belongs to the technical field of viscous damping walls, and particularly relates to a vibration isolation viscous damping wall for a super high-rise building, comprising an upper connector and a lower connector, wherein supporting seats are arranged between the upper connector and the lower connector, the supporting seats on the upper side and the lower side are oppositely arranged, damping wall boxes are arranged in the supporting seats, damping supports are connected between the damping wall boxes on the upper side and the lower side through bolts, and a cover plate is arranged at one end, far away from the damping supports, of the damping wall boxes.
Description
Technical Field
The invention relates to the field of viscous damping walls, in particular to a vibration isolation viscous damping wall for a super high-rise building.
Background
The viscous damping wall (VFW for short) is a novel building structure damping and energy dissipating component, and compared with a cylinder-type viscous damper, the viscous damping wall has the following advantages: the viscous damping wall provides larger damping force, so that the damping of the structure can be effectively improved, and the earthquake response of the structure is obviously reduced; the method is suitable for earthquake-resistant design of new buildings and earthquake-resistant reinforcement of existing buildings; the viscous damping wall has good circulation performance, is very effective for continuous long-time earthquakes with a large number of circulation times, and can also meet the requirement of high-rise wind vibration comfort; the shape of the viscous damping wall is similar to that of a reinforced concrete shear wall, the building function is not hindered, and compared with a cylinder-type viscous damper, the viscous damping wall under the same tonnage has smaller wall thickness, so that the overall function design of the building is facilitated: the viscous damping wall can be sealed in the wall by using a decoration material or a fireproof material after the wall construction is finished, so that the beautiful appearance and the functions of the building are not affected; the viscous material of the viscous damping wall has good durability and waterproof effect, and does not generate electrolyte to cause metal rust. After the earthquake, only the viscous damping wall needs to be inspected, and the repair of the building is not needed; compared with a cylinder-type viscous damper, the viscous damping wall has the advantages that the problem of dynamic sealing under long-term and high-pressure conditions is solved, and the risk of viscous fluid leakage is low; the viscous liquid of the viscous damping wall is borne in the cavity, the whole airtight space has no internal pressure, and the problems of leakage of the viscous liquid and influence of external impurity pollution can be avoided as long as the welding quality of the wall body is ensured, so that the service life and the performance stability of the viscous damping wall are superior to those of a cylinder-type viscous damper.
The super high-rise building is especially suitable for viscous damping wall due to the great wind force, and has the action principle that when earthquake or wind load acts, relative displacement or relative speed is generated between the upper floor and the lower floor of the structure, the shearing steel plate fixed on the upper floor beam reciprocates in the steel box, the viscous material in the box undergoes shearing deformation, and the energy is consumed by the internal friction force generated when the material flows, so that the earthquake or wind-induced response of the structure is reduced. But in the use process of the conventional super high-rise building vibration isolation viscous damping wall, the viscous damping wall is complex in structure and inconvenient to install and maintain, and meanwhile, the contact area between the inner steel plate and viscous fluid is limited, so that the shearing force is reduced, and the damping effect is reduced.
Disclosure of Invention
The invention aims to provide a super high-rise building vibration isolation viscous damping wall, which aims to solve the problems that in the use process of the traditional super high-rise building vibration isolation viscous damping wall provided in the background technology, the viscous damping wall is complex in structure and inconvenient to install and maintain, and meanwhile, the contact area between an inner steel plate and viscous fluid is limited, so that the shearing force is reduced, and the damping effect is reduced.
In order to achieve the above purpose, the present invention provides the following technical solutions: the utility model provides a super high-rise building shock insulation viscous damping wall, includes the connector and the connector down, all install the supporting seat between the connector and the connector down, the supporting seat of upper and lower both sides sets up relatively, put damping wall box in the supporting seat, the upper and lower both sides damping wall box sets up relatively, and the upper and lower both sides have the shock attenuation support through bolted connection between the damping wall box, damping wall box keeps away from the one end of shock attenuation support and is provided with the apron, fix through dismantling the connection between apron and the supporting seat, apron fixedly connected with inner steel plate, damping wall box inner chamber is filled with viscous damping material, inner steel plate inserts in the damping wall box to put in the viscous damping material.
Preferably, one end of the cover plate, which is far away from the damping wall box body, is fixedly connected with a connecting plate, and the connecting plate is fixed on the supporting seat through bolts.
Preferably, the mounting grooves are formed in the left side and the right side of the supporting seat at the lower side, the sliding blocks are connected in the mounting grooves through bolts, sliding grooves matched with the sliding blocks are formed in the supporting seat at the upper side, and the sliding blocks are connected with the sliding grooves in a sliding mode.
Preferably, an elastic block is adhered to the upper end of the sliding groove.
Preferably, the upper connector downside is provided with the pre-buried board, and the upside the supporting seat upper end fixedly connected with is gone up the fixed plate, install first fastening bolt between upper fixed plate and the last pre-buried board, the lower connector upside is provided with down the pre-buried board, the downside the supporting seat lower extreme fixedly connected with is fixed plate down, install the second fastening bolt down between fixed plate and the pre-buried board down.
Preferably, through holes are formed in the left side and the right side of the upper fixing plate, first threaded holes corresponding to the through holes are formed in the upper embedded plate, and the first fastening bolts penetrate through the through holes and are in threaded connection with the first threaded holes.
Preferably, the upper end of the upper fixing plate is integrally provided with a positioning block, the lower side of the upper embedded plate is provided with a positioning groove, and the positioning block is inserted into the positioning groove.
Preferably, kidney-shaped holes are formed in the left side and the right side of the lower fixing plate, second threaded holes are formed in the lower embedded plate, and the second fastening bolts penetrate through the kidney-shaped holes and are in threaded connection with the second threaded holes.
Compared with the prior art, the invention has the beneficial effects that:
1) The vibration isolation viscous damping wall has a simple integral structure, is convenient to install and maintain, and can effectively reduce earthquake or wind-induced response of the structure on the super high-rise building by arranging the two damping wall boxes which are connected through the damping support and matching with the viscous damping material in the damping wall boxes and the inner steel plate inserted into the viscous damping material;
2) Through the setting of pre-buried board, adopt detachable structural design between fixed plate and the pre-buried board, through inserting the constant head tank with the locating piece, fix a position the installation of going up the fixed plate, then through the setting in kidney-shaped hole, be convenient for second fastening bolt is fixed down between fixed plate and the lower pre-buried board.
Drawings
FIG. 1 is a schematic diagram of the structure of the present invention;
FIG. 2 is a schematic diagram of a cross-sectional structure of a damping wall housing according to the present invention;
FIG. 3 is a schematic view of a damping wall box structure according to the present invention;
FIG. 4 is a schematic cross-sectional view of the connection of the upper pre-buried plate and the upper fixing plate of the present invention;
FIG. 5 is a schematic cross-sectional view of the connection of the lower pre-buried plate and the lower fixing plate of the present invention.
In the figure: 1. an upper connector; 2. a lower connector; 3. a pre-buried plate is arranged on the upper part; 4. an upper fixing plate; 5. a support base; 6. a connecting plate; 7. damping wall box; 8. a cover plate; 9. a damping support; 10. an inner steel plate; 11. viscous damping material; 12. a mounting groove; 13. a chute; 14. a sliding block; 15. an elastic block; 16. a lower fixing plate; 17. a lower embedded plate; 18. a positioning groove; 19. a positioning block; 20. a first threaded hole; 21. a through hole; 22. a first fastening bolt; 23. waist-shaped holes; 24. a second threaded hole; 25. and a second fastening bolt.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
In the description of the present invention, it should be noted that the positional or positional relationship indicated by the terms such as "upper", "lower", "inner", "outer", "top/bottom", etc. are based on the positional or positional relationship shown in the drawings, are merely for convenience of describing the present invention and simplifying the description, and do not indicate or imply that the apparatus or elements referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "configured to," "engaged with," "connected to," and the like are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present invention will be understood in specific cases by those of ordinary skill in the art.
Examples:
referring to fig. 1-5, the present invention provides a technical solution: the invention relates to a shock insulation viscous damping wall for a super high-rise building, which comprises an upper connecting body 1 and a lower connecting body 2, wherein supporting seats 5 are arranged between the upper connecting body 1 and the lower connecting body 2, the supporting seats 5 on the upper side and the lower side are oppositely arranged, damping wall boxes 7 are arranged in the supporting seats 5, damping support seats 9 are connected between the damping wall boxes 7 on the upper side and the lower side through bolts, the damping support seats 9 are made of elastic materials, a cover plate 8 is arranged at one end, far away from the damping support seats 9, of each damping wall box 7, the damping wall boxes 7 are sealed by the cover plate 8, the cover plate 8 is fixedly connected with the supporting seats 5 through detachable connection, an inner steel plate 10 is fixedly connected with the inner cavity of each damping wall box 7, viscous damping materials 11 are filled in the inner steel plate 10, and are inserted into the damping wall boxes 7 and are arranged in the viscous damping materials 11.
One end of the cover plate 8, which is far away from the damping wall box body 7, is fixedly connected with a connecting plate 6, and the connecting plate 6 is fixed on the supporting seat 5 through bolts.
Mounting grooves 12 are formed in the left side and the right side of the supporting seat 5 below, sliding blocks 14 are connected in the mounting grooves 12 through bolts, sliding grooves 13 matched with the sliding blocks 14 are formed in the supporting seat 5 on the upper side, and the sliding blocks 14 are slidably connected with the sliding grooves 13 to achieve a limiting effect.
An elastic block 15 is adhered to the upper end of the chute 13, so that the chute can be supported.
The utility model discloses a fixing device for the concrete pile, including the support seat 5, the connector 1 downside is provided with buried plate 3 in advance, and the upside the supporting seat 5 upper end fixedly connected with goes up fixed plate 4, install first fastening bolt 22 between upper fixed plate 4 and the last buried plate 3, the connector 2 upside is provided with buried plate 17 down, the downside the supporting seat 5 lower extreme fixedly connected with fixed plate 16 down, install second fastening bolt 25 between fixed plate 16 and the buried plate 17 down, the installation is comparatively convenient, is convenient for maintain.
Through holes 21 are formed in the left side and the right side of the upper fixing plate 4, first threaded holes 20 corresponding to the through holes 21 are formed in the upper embedded plate 3, and first fastening bolts 22 penetrate through the through holes 21 and are in threaded connection with the first threaded holes 20.
The upper end of the upper fixing plate 4 is integrally provided with a positioning block 19, the lower side of the upper embedded plate 3 is provided with a positioning groove 18, and the positioning block 19 is inserted into the positioning groove 18 to perform a preliminary positioning function during installation.
Waist-shaped holes 23 are formed in the left side and the right side of the lower fixing plate 16, second threaded holes 24 are formed in the lower embedded plate 17, and second fastening bolts 25 penetrate through the waist-shaped holes 23 and then are in threaded connection with the second threaded holes 24, so that connection and fixation are facilitated.
Working principle: the vibration isolation viscous damping wall is simple in integral structure and convenient to install and maintain, two damping wall boxes 7 are arranged, the two damping wall boxes 7 are connected through the damping support 9, the viscous damping material 11 in the damping wall boxes 7 and the inner steel plate 10 inserted into the viscous damping material 11 are matched, earthquake or wind-induced response of an upper structure of a super high-rise building can be effectively reduced, a detachable structural design is adopted between the fixed plate and the embedded plate through the arrangement of the embedded plate, the positioning block 19 is inserted into the positioning groove 18 to position the installation of the upper fixed plate 4, and then the second fastening bolt 25 is convenient to fix the lower fixed plate 16 and the lower embedded plate 17 through the arrangement of the kidney-shaped hole 23.
While the fundamental and principal features of the invention and advantages of the invention have been shown and described, it will be apparent to those skilled in the art that the invention is not limited to the details of the foregoing exemplary embodiments, but may be embodied in other specific forms without departing from the spirit or essential characteristics thereof; the present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein.
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 therein without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. The utility model provides a super high-rise building vibration isolation viscous damping wall, includes connector (1) and lower connector (2), its characterized in that: the damping wall box is characterized in that supporting seats (5) are arranged between the upper connecting body (1) and the lower connecting body (2), the supporting seats (5) on the upper side and the lower side are oppositely arranged, damping wall boxes (7) are arranged in the supporting seats (5), damping wall boxes (7) on the upper side and the lower side are oppositely arranged, damping supports (9) are connected between the damping wall boxes (7) through bolts, one ends, far away from the damping supports (9), of the damping wall boxes (7) are provided with cover plates (8), the cover plates (8) are fixedly connected with the supporting seats (5) through detachable connection, inner steel plates (10) are fixedly connected with each other, viscous damping materials (11) are filled in inner cavities of the damping wall boxes (7), and the inner steel plates (10) are inserted into the damping wall boxes (7) and are arranged in the viscous damping materials (11).
2. The super high-rise building vibration-insulating viscous damping wall according to claim 1, wherein: one end of the cover plate (8) far away from the damping wall box body (7) is fixedly connected with a connecting plate (6), and the connecting plate (6) is fixed on the supporting seat (5) through bolts.
3. The super high-rise building vibration-insulating viscous damping wall according to claim 1, wherein: mounting grooves (12) are formed in the left side and the right side of the supporting seat (5) below, sliding blocks (14) are connected in the mounting grooves (12) through bolts, sliding grooves (13) matched with the sliding blocks (14) are formed in the supporting seat (5) above, and the sliding blocks (14) are connected with the sliding grooves (13) in a sliding mode.
4. A super high-rise building vibration-insulating viscous damping wall according to claim 3, wherein: an elastic block (15) is adhered to the upper end of the sliding groove (13).
5. The super high-rise building vibration-insulating viscous damping wall according to claim 1, wherein: the utility model discloses a fixing device for the embedded board of the automobile, including upper connector (1), supporting seat (5), lower connector (2), supporting seat (5), upper fixing plate (16) and lower embedding plate (17), upper fixing plate (4) are fixed to upper fixing seat (5) upper end fixedly connected with, install first fastening bolt (22) between upper fixing plate (4) and the upper embedding plate (3), lower connector (2) upside is provided with embedded board (17), downside supporting seat (5) lower extreme fixedly connected with lower fixing plate (16), install second fastening bolt (25) between lower fixing plate (16) and the lower embedding plate (17).
6. The super high-rise building vibration-insulating viscous damping wall according to claim 5, wherein: through holes (21) are formed in the left side and the right side of the upper fixing plate (4), first threaded holes (20) corresponding to the through holes (21) are formed in the upper embedded plate (3), and first fastening bolts (22) penetrate through the through holes (21) and are in threaded connection with the first threaded holes (20).
7. The super high-rise building vibration-insulating viscous damping wall according to claim 6, wherein: the upper end of the upper fixing plate (4) is integrally provided with a positioning block (19), the lower side of the upper embedded plate (3) is provided with a positioning groove (18), and the positioning block (19) is inserted into the positioning groove (18).
8. The super high-rise building vibration-insulating viscous damping wall according to claim 5, wherein: waist-shaped holes (23) are formed in the left side and the right side of the lower fixing plate (16), second threaded holes (24) are formed in the lower embedded plate (17), and the second fastening bolts (25) penetrate through the waist-shaped holes (23) and are in threaded connection with the second threaded holes (24).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310582673.1A CN116480037A (en) | 2023-05-23 | 2023-05-23 | Super high-rise building vibration isolation viscous damping wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310582673.1A CN116480037A (en) | 2023-05-23 | 2023-05-23 | Super high-rise building vibration isolation viscous damping wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN116480037A true CN116480037A (en) | 2023-07-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310582673.1A Pending CN116480037A (en) | 2023-05-23 | 2023-05-23 | Super high-rise building vibration isolation viscous damping wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN116480037A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104405057A (en) * | 2014-11-21 | 2015-03-11 | 同济大学建筑设计研究院(集团)有限公司 | Three-plate type high-energy-consumption viscous damping wall |
| CN206408780U (en) * | 2016-11-21 | 2017-08-15 | 江苏力汇振控科技有限公司 | The viscous damping wall of damping-force adjustable |
| JP2018091077A (en) * | 2016-12-06 | 2018-06-14 | 株式会社免制震ディバイス | Damping wall |
| CN112177193A (en) * | 2020-10-21 | 2021-01-05 | 浙江建科减震科技有限公司 | Self-resetting viscous damping wall |
| CN218814493U (en) * | 2022-07-25 | 2023-04-07 | 山西盛仲天科技有限公司 | Viscous damping wall |
-
2023
- 2023-05-23 CN CN202310582673.1A patent/CN116480037A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104405057A (en) * | 2014-11-21 | 2015-03-11 | 同济大学建筑设计研究院(集团)有限公司 | Three-plate type high-energy-consumption viscous damping wall |
| CN206408780U (en) * | 2016-11-21 | 2017-08-15 | 江苏力汇振控科技有限公司 | The viscous damping wall of damping-force adjustable |
| JP2018091077A (en) * | 2016-12-06 | 2018-06-14 | 株式会社免制震ディバイス | Damping wall |
| CN112177193A (en) * | 2020-10-21 | 2021-01-05 | 浙江建科减震科技有限公司 | Self-resetting viscous damping wall |
| CN218814493U (en) * | 2022-07-25 | 2023-04-07 | 山西盛仲天科技有限公司 | Viscous damping wall |
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