CN114961019B - Shear wall structure with shock mount - Google Patents
Shear wall structure with shock mount Download PDFInfo
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- CN114961019B CN114961019B CN202210646926.2A CN202210646926A CN114961019B CN 114961019 B CN114961019 B CN 114961019B CN 202210646926 A CN202210646926 A CN 202210646926A CN 114961019 B CN114961019 B CN 114961019B
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- plate
- fixed
- damping
- fixing
- mounting
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- 230000035939 shock Effects 0.000 title claims description 65
- 238000005192 partition Methods 0.000 claims abstract description 41
- 238000013016 damping Methods 0.000 claims abstract description 40
- 230000007246 mechanism Effects 0.000 claims abstract description 19
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims abstract description 11
- 238000010521 absorption reaction Methods 0.000 claims description 22
- 238000009413 insulation Methods 0.000 claims description 16
- 238000002955 isolation Methods 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 16
- 239000006096 absorbing agent Substances 0.000 description 6
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000011065 in-situ storage Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Classifications
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- 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
- E04B1/62—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
Abstract
The invention discloses a shear wall structure with a damping support, which comprises a foundation and a wall body, wherein the foundation is arranged at the bottom of the wall body, a plurality of groups of damping and energy dissipation components are arranged between the foundation and the wall body, each damping and energy dissipation component comprises two fixing plates, each fixing plate is arranged between the foundation and the wall body and is respectively connected with the foundation and the wall body, a partition plate is arranged between the two fixing plates, one side, close to the partition plate, of each fixing plate is provided with a mounting plate, a mounting assembly is arranged between each mounting plate and each fixing plate, the top of each partition plate is provided with an energy dissipation mechanism, and the bottom of each partition plate is provided with a damping mechanism. According to the invention, the groove body is formed in the top of the partition plate, the fixed block is arranged in the groove body, and the damper is hinged between the fixed block and the groove body, so that the vibration of the wall body can be counteracted, the movement resistance of the wall body is improved, the damping effect of the wall body is improved, and the wall body is prevented from being damaged.
Description
Technical Field
The invention relates to the field of shear walls, in particular to a shear wall structure with a damping support.
Background
Shear walls are also known as wind-resistant walls, shock-resistant walls or structural walls. A wall body in a house or a structure mainly bears horizontal load and vertical load caused by wind load or earthquake action, and prevents the shearing damage of the structure. The wall is also called as an anti-seismic wall, is generally made of reinforced concrete and is divided into a plane shear wall and a cylinder shear wall. The planar shear wall is used in reinforced concrete frame structure, riser structure and flat slab system. In order to increase the rigidity, strength and collapse resistance of the structure, reinforced concrete shear walls can be cast-in-situ or prefabricated at certain positions. The cast-in-situ shear wall, the peripheral beams and the columns are cast at the same time, and the integrity is good. The cylindrical shear wall is used in high-rise buildings, high-rise structures and suspension structures and is formed by enclosing partition walls of elevator cabs, stairwells, equipment and auxiliary rooms, the cylindrical wall is a cast-in-situ reinforced concrete wall, and the rigidity and the strength of the cylindrical shear wall are higher than those of the planar shear wall, so that the cylindrical shear wall can bear higher horizontal load.
At present, the conventional shear wall is generally matched with a damping support, so that the earthquake-resistant effect of the shear wall can be improved, but the conventional shear wall lacks damping energy dissipation effect, and the damping earthquake-resistant performance is affected.
Therefore, it is necessary to invent a shear wall structure with shock mounts to solve the above problems.
Disclosure of Invention
The invention aims to provide a shear wall structure with a damping support, which can counteract vibration of a wall body by arranging a groove body at the top of a partition plate and arranging a fixed block in the groove body and hinging a damper between the fixed block and the groove body so as to solve the defects in the technology.
In order to achieve the above object, the present invention provides the following technical solutions: the shear wall structure with the damping support comprises a foundation and a wall body, wherein the foundation is arranged at the bottom of the wall body, and a plurality of groups of damping and energy dissipation components are arranged between the foundation and the wall body;
the damping and energy dissipating component comprises two fixing plates, wherein the two fixing plates are arranged between a foundation and a wall body, the two fixing plates are respectively connected with the foundation and the wall body, a partition plate is arranged between the two fixing plates, one side, close to the partition plate, of the fixing plate is provided with a mounting plate, a mounting assembly is arranged between the mounting plate and the fixing plate, the top of the partition plate is provided with an energy dissipating mechanism, and the bottom of the partition plate is provided with a damping mechanism;
the energy dissipation mechanism comprises a groove body, the groove body is arranged at the top of the partition board, a fixed block is arranged in the groove body and fixedly connected with a mounting plate at the top of the partition board, a plurality of dampers are arranged between the fixed block and the inner wall of the groove body, two ends of each damper are respectively hinged with the fixed block and the inner wall of the groove body, and the dampers are distributed in an annular array with respect to the central axis of the fixed block;
the shock absorption mechanism comprises a plurality of shock absorption plates, the shock absorption plates are stacked between the fixed plate and the partition plate, wherein two shock absorption plates are respectively connected with the fixed plate and the partition plate, and a shock insulation component is arranged between every two adjacent shock absorption plates.
Preferably, one side of baffle is kept away from to the fixed plate is provided with a plurality of connecting rods, connecting rod and fixed plate fixed connection, a plurality of connecting rods equidistance distribute on the fixed plate surface, the connecting rod outside sets up a plurality of pawls, pawl and connecting rod fixed connection, through setting up connecting rod and pawl on the fixed plate surface, through pouring, can be connected fixed plate and wall body and ground, and connecting rod and pawl can improve pouring effect simultaneously, improve the fixed effect of fixed plate.
Preferably, the installation component includes a plurality of internal thread pipes, the one side that the mounting panel was kept away from at the fixed plate is established to the internal thread pipe, internal thread pipe and fixed plate fixed connection, the welding has deep floor between internal thread pipe and the fixed plate, through setting up the internal thread pipe, can be connected internal thread pipe and fixed plate, conveniently through screw connection mounting panel and fixed plate, the fixed effect of internal thread pipe can be improved in the settlement of deep floor.
Preferably, a plurality of through holes corresponding to the internal thread pipes are formed in the surface of the fixing plate, a plurality of countersunk holes corresponding to the through holes are formed in the surface of the mounting plate, mounting screws are arranged on one side, away from the fixing plate, of the mounting plate, the mounting screws sequentially penetrate through the countersunk holes, the through holes and the internal thread pipes and are connected with the internal thread pipes, the mounting plate and the fixing plate can be conveniently fixed through the countersunk holes and the through holes, the installation of the countersunk holes can prevent the mounting screws from protruding out of the mounting plate, and the mounting plate can slide on the surface of the partition plate.
Preferably, the shape of the fixing block is cylindrical, the height of the fixing block is equal to the depth of the groove body, the fixing block is in sliding connection with the inner wall of the groove body, the fixing block can slide in the groove body, and meanwhile the mounting plate can slide on the surface of the partition plate.
Preferably, the shock insulation subassembly includes the shock insulation board, the shock insulation board is connected with the shock attenuation board, the shock insulation board outside is provided with the spacing ring, the spacing ring cover is established in the shock attenuation board outside, spacing ring and shock insulation board integration set up, the inside damping washer that is provided with of spacing ring, the damping washer both sides are connected with spacing ring and shock attenuation board respectively, damping washer has rubber material to make, and it is inside at the spacing ring to be spacing with the shock attenuation board through the spacing ring, offsets the motion of shock attenuation board through damping washer.
Preferably, the baffle bottom is provided with the stop collar, go up stop collar and baffle fixed connection, it is provided with down the stop collar to go up stop collar bottom, it establishes in last stop collar outside to go up the stop collar, it establishes at the fixed plate top and has fixed plate fixed connection to go up the stop collar and lower stop collar cooperation, carries out spacingly to damper's motion.
In the technical scheme, the invention has the technical effects and advantages that:
1. the groove body is formed in the top of the partition plate, the fixed block is arranged in the groove body, and the damper is hinged between the fixed block and the groove body, so that vibration of the wall body can be counteracted, the movement resistance of the wall body is improved, the damping effect of the wall body is improved, and the wall body is prevented from being damaged;
2. the plurality of dampers are arranged in the annular shape, so that vibration in a plurality of directions can be counteracted, the vibration absorption effect of the wall body on vibration in various directions is improved, and the overall vibration absorption performance of the wall body is improved;
3. through the friction of shock insulation board and shock attenuation board to shock attenuation is carried out to the shear force wall, simultaneously through setting up the damping washer of rubber material, further improves the shock attenuation effect.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings that are needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments described in the present invention, and other drawings may be obtained according to these drawings for a person having ordinary skill in the art.
FIG. 1 is a schematic diagram of the overall structure of the present invention;
FIG. 2 is a perspective view of the shock absorbing and energy dissipating member of the present invention;
FIG. 3 is a partial exploded view of the shock absorbing and dissipating member of the present invention;
FIG. 4 is a partial cross-sectional view of a seismic isolation assembly of the invention;
FIG. 5 is an enlarged view of the portion A of FIG. 3 according to the present invention;
fig. 6 is an enlarged view of the B-section structure of fig. 3 according to the present invention.
Reference numerals illustrate:
1 foundation, 2 walls, 3 fixing plates, 4 partition plates, 5 mounting plates, 6 energy dissipation mechanisms, 61 groove bodies, 62 fixing blocks, 63 dampers, 7 damping mechanisms, 71 damping plates, 72 shock insulation components, 721 shock insulation plates, 722 limiting rings, 723 damping washers, 8 mounting components, 81 internal thread pipes, 82 through holes, 83 countersunk holes, 84 mounting screws, 9 connecting ribs, 10 upper limiting sleeves and 11 lower limiting sleeves.
Detailed Description
In order to make the technical scheme of the present invention better understood by those skilled in the art, the present invention will be further described in detail with reference to the accompanying drawings.
The invention provides a shear wall structure with a damping support as shown in figures 1-6, which comprises a foundation 1 and a wall body 2, wherein the foundation 1 is arranged at the bottom of the wall body 2, and a plurality of groups of damping and energy dissipation components are arranged between the foundation 1 and the wall body 2;
the damping and energy dissipating component comprises two fixing plates 3, wherein the two fixing plates 3 are arranged between a foundation 1 and a wall body 2, the two fixing plates 3 are respectively connected with the foundation 1 and the wall body 2, a partition plate 4 is arranged between the two fixing plates 3, one side, close to the partition plate 4, of the fixing plate 3 is provided with a mounting plate 5, a mounting assembly 8 is arranged between the mounting plate 5 and the fixing plate 3, an energy dissipating mechanism 6 is arranged at the top of the partition plate 4, and a damping mechanism 7 is arranged at the bottom of the partition plate 4;
the energy dissipation mechanism 6 comprises a groove body 61, the groove body 61 is arranged at the top of the partition plate 4, a fixed block 62 is arranged in the groove body 61, the fixed block 62 is fixedly connected with a mounting plate 5 at the top of the partition plate 4, a plurality of dampers 63 are arranged between the fixed block 62 and the inner wall of the groove body 61, two ends of each damper 63 are respectively hinged with the fixed block 62 and the inner wall of the groove body 61, and the dampers 63 are distributed in an annular array with respect to the central axis of the fixed block 62;
the damping mechanism 7 comprises a plurality of damping plates 71, the damping plates 71 are stacked between the fixed plate 3 and the partition plate 4, two damping plates 71 are respectively connected with the fixed plate 3 and the partition plate 4, and a shock insulation component 72 is arranged between every two adjacent damping plates 71.
Further, in the above technical scheme, one side that baffle 4 was kept away from to fixed plate 3 is provided with a plurality of connecting ribs 9, connecting rib 9 and fixed plate 3 fixed connection, a plurality of connecting ribs 9 equidistance distributes on fixed plate 3 surface, connecting rib 9 outside sets up a plurality of pawls, pawl and connecting rib 9 fixed connection, through setting up connecting rib 9 and pawl on fixed plate 3 surface, through pouring, can be connected fixed plate 3 with wall body 2 and foundation 1, connecting rib 9 and pawl can improve pouring effect simultaneously, improve fixed effect of fixed plate 3.
Further, in the above technical scheme, the installation component 8 includes a plurality of internal thread pipes 81, the internal thread pipe 81 is established in one side that mounting panel 5 was kept away from to fixed plate 3, internal thread pipe 81 and fixed plate 3 fixed connection, the welding has deep floor between internal thread pipe 81 and the fixed plate 3, through setting up internal thread pipe 81, can be connected internal thread pipe 81 and fixed plate 3, conveniently through screw connection mounting panel 5 and fixed plate 3, the fixed effect of internal thread pipe 81 can be improved in the settlement of deep floor.
Further, in the above technical scheme, a plurality of through holes 82 corresponding to the internal thread pipe 81 are formed in the surface of the fixing plate 3, a plurality of countersunk holes 83 corresponding to the through holes 82 are formed in the surface of the mounting plate 5, a mounting screw 84 is arranged on one side, away from the fixing plate 3, of the mounting plate 5, the mounting screw 84 sequentially penetrates through the countersunk holes 83 and the through holes 82 and is connected with the internal thread pipe 81, the mounting screw 84 penetrates through the countersunk holes 83 and the through holes 82, the mounting plate 5 and the fixing plate 3 can be conveniently fixed, the countersunk holes 83 are arranged, the mounting screw 84 can be prevented from protruding the mounting plate 5, and the mounting plate 5 can slide on the surface of the partition plate 4.
Further, in the above technical solution, the shape of the fixing block 62 is set to be cylindrical, the height of the fixing block 62 is equal to the depth of the groove 61, and the fixing block 62 is slidably connected with the inner wall of the groove 61, so that the fixing block 62 can slide in the groove 61, and meanwhile, the mounting plate 5 can slide on the surface of the partition board 4.
Further, in the above technical solution, the shock insulation component 72 includes a shock insulation board 721, the shock insulation board 721 is connected with the shock absorption board 71, a limiting ring 722 is disposed outside the shock insulation board 721, the limiting ring 722 is sleeved outside the shock absorption board 71, the limiting ring 722 is integrally disposed with the shock insulation board 721, a shock absorption gasket 723 is disposed inside the limiting ring 722, two sides of the shock absorption gasket 723 are respectively connected with the limiting ring 722 and the shock absorption board 71, the shock absorption gasket 723 is made of rubber materials, the shock absorption board 71 is limited inside the limiting ring 722 through the limiting ring 722, and the motion of the shock absorption board 71 is counteracted through the shock absorption gasket 723.
Further, in the above technical scheme, the baffle 4 bottom is provided with stop collar 10, go up stop collar 10 and baffle 4 fixed connection, it is provided with stop collar 11 to go up stop collar 10 bottom, lower stop collar 11 is established in last stop collar 10 outside, lower stop collar 11 is established at fixed plate 3 top and is had fixed plate 3 fixed connection, cooperates through last stop collar 10 and lower stop collar 11, carries out spacingly to damper 7's motion.
The implementation mode specifically comprises the following steps: when the shock absorber is used, firstly, the foundation 1 is poured, the fixed plate 3 is poured on the surface of the foundation 1, then the mounting plate 5 is connected with the fixed plate 3 through the mounting screw 84, the shock absorbing mechanism 7 at the bottom of the partition plate 4 and the energy dissipating mechanism 6 at the top of the partition plate 4 are connected to the foundation 1, then the fixed plate 3 is mounted on the mounting plate 5 at the top of the partition plate 4, and the wall body 2 is poured at the top of the fixed plate 3, when shock occurs, the shock effect can be counteracted through the sliding of the shock isolating plate 721 and the shock absorbing plate 71, thereby the shock absorbing effect of the shear wall is improved, meanwhile, the limiting rings 722 and the shock absorbing gaskets 723 are arranged, the displacement between the limiting shock isolating plate 721 and the shock absorbing plate 71 is realized, a certain energy dissipating effect is provided, meanwhile, the energy dissipating mechanism 6 is arranged at the top of the partition plate 4, when the wall body 2 vibrates, the fixed plate 3 connected with the wall body 2 is driven to move, and then the fixed block 62 fixedly connected with the mounting plate 5 is driven to slide inside the groove body 61, and the shock absorber 63 can provide motion resistance through the arrangement between the fixed block 62 and the inner wall body 61, so that the shock absorber 63 can be used for shock absorbing energy, the wall body 2 can be rapidly and quietly arranged in a static mode, and the shock absorber can be counteracted by the annular absorber can be further arranged in the direction of the wall body 63, and the shock absorber can be further improved.
While certain exemplary embodiments of the present invention have been described above by way of illustration only, it will be apparent to those of ordinary skill in the art that modifications may be made to the described embodiments in various different ways without departing from the spirit and scope of the invention. Accordingly, the drawings and description are to be regarded as illustrative in nature and not as restrictive of the scope of the invention, which is defined by the appended claims.
Claims (6)
1. The utility model provides a shear wall structure with shock attenuation support, includes ground (1) and wall body (2), its characterized in that: the foundation (1) is arranged at the bottom of the wall body (2), and a plurality of groups of damping and energy dissipation components are arranged between the foundation (1) and the wall body (2);
the damping and energy dissipating component comprises two fixing plates (3), wherein the two fixing plates (3) are arranged between a foundation (1) and a wall body (2), the two fixing plates (3) are respectively connected with the foundation (1) and the wall body (2), a partition plate (4) is arranged between the two fixing plates (3), one side, close to the partition plate (4), of the fixing plates (3) is provided with a mounting plate (5), a mounting assembly (8) is arranged between the mounting plate (5) and the fixing plates (3), an energy dissipating mechanism (6) is arranged at the top of the partition plate (4), and a damping mechanism (7) is arranged at the bottom of the partition plate (4);
the energy dissipation mechanism (6) comprises a groove body (61), the groove body (61) is arranged at the top of the partition board (4), a fixed block (62) is arranged in the groove body (61), the fixed block (62) is fixedly connected with a mounting plate (5) at the top of the partition board (4), a plurality of dampers (63) are arranged between the fixed block (62) and the inner wall of the groove body (61), two ends of each damper (63) are respectively hinged with the fixed block (62) and the inner wall of the groove body (61), and the dampers (63) are distributed in an annular array with respect to the central axis of the fixed block (62);
the damping mechanism (7) comprises a plurality of damping plates (71), the damping plates (71) are stacked between the fixed plate (3) and the partition plate (4), two damping plates (71) are respectively connected with the fixed plate (3) and the partition plate (4), and a shock insulation component (72) is arranged between two adjacent damping plates (71);
one side of baffle (4) is kept away from to fixed plate (3) is provided with a plurality of connecting ribs (9), connecting rib (9) and fixed plate (3) fixed connection, a plurality of connecting ribs (9) equidistance distribute on fixed plate (3) surface, connecting rib (9) outside sets up a plurality of pawls, pawl and connecting rib (9) fixed connection.
2. A shear wall structure with shock mounts according to claim 1, wherein: the mounting assembly (8) comprises a plurality of internal thread pipes (81), the internal thread pipes (81) are arranged on one side, far away from the mounting plate (5), of the fixing plate (3), the internal thread pipes (81) are fixedly connected with the fixing plate (3), and reinforcing rib plates are welded between the internal thread pipes (81) and the fixing plate (3).
3. A shear wall structure with shock mounts according to claim 2, wherein: the fixing plate is characterized in that a plurality of through holes (82) corresponding to the internal thread pipes (81) are formed in the surface of the fixing plate (3), a plurality of countersunk holes (83) corresponding to the through holes (82) are formed in the surface of the mounting plate (5), one side, away from the fixing plate (3), of the mounting plate (5) is provided with mounting screws (84), and the mounting screws (84) sequentially penetrate through the countersunk holes (83) and the through holes (82) and are connected with the internal thread pipes (81).
4. A shear wall structure with shock mounts according to claim 1, wherein: the fixed block (62) is cylindrical, the height of the fixed block (62) is equal to the depth of the groove body (61), and the fixed block (62) is slidably connected with the inner wall of the groove body (61).
5. A shear wall structure with shock mounts according to claim 1, wherein: the vibration isolation assembly (72) comprises a vibration isolation plate (721), the vibration isolation plate (721) is connected with a vibration absorption plate (71), a limiting ring (722) is arranged outside the vibration isolation plate (721), the limiting ring (722) is sleeved outside the vibration absorption plate (71), the limiting ring (722) and the vibration isolation plate (721) are integrally arranged, a vibration absorption gasket (723) is arranged inside the limiting ring (722), two sides of the vibration absorption gasket (723) are respectively connected with the limiting ring (722) and the vibration absorption plate (71), and the vibration absorption gasket (723) is made of rubber materials.
6. A shear wall structure with shock mounts according to claim 1, wherein: the utility model discloses a fixed plate (3) fixed connection, including baffle (4) and fixed plate (3), baffle (4) bottom is provided with stop collar (10), last stop collar (10) and baffle (4) fixed connection, last stop collar (10) bottom is provided with down stop collar (11), lower stop collar (11) are established in last stop collar (10) outside, lower stop collar (11) are established at fixed plate (3) top and are had fixed plate (3) fixed connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210646926.2A CN114961019B (en) | 2022-06-09 | 2022-06-09 | Shear wall structure with shock mount |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210646926.2A CN114961019B (en) | 2022-06-09 | 2022-06-09 | Shear wall structure with shock mount |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN114961019A CN114961019A (en) | 2022-08-30 |
| CN114961019B true CN114961019B (en) | 2024-03-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210646926.2A Active CN114961019B (en) | 2022-06-09 | 2022-06-09 | Shear wall structure with shock mount |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114961019B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1514516A (en) * | 1974-05-30 | 1978-06-14 | Reduc Acoustics Ab | Structures with partial damping layers |
| CA2313735A1 (en) * | 1999-09-24 | 2001-03-24 | Alfred Commins | Shrinkage compensator for building tiedowns |
| JP2008196215A (en) * | 2007-02-14 | 2008-08-28 | Nippon Steel Corp | Connection fitting for bearing wall, and vibration control structure |
| KR20130027786A (en) * | 2011-09-08 | 2013-03-18 | 디알비동일 주식회사 | Shear wall type vibration control apparatus |
| CN105179580A (en) * | 2012-01-10 | 2015-12-23 | 奥依列斯工业株式会社 | Oiles Industry Co Ltd |
| CN214062016U (en) * | 2020-10-15 | 2021-08-27 | 姜珅 | High-rise residential building shear wall with linking fixed knot constructs |
| KR20210112568A (en) * | 2020-03-05 | 2021-09-15 | 서일대학교산학협력단 | Wire damping apparatus for lintel |
| CN214661710U (en) * | 2021-05-11 | 2021-11-09 | 中国大唐集团科学技术研究院有限公司中南电力试验研究院 | Multi-degree-of-freedom dynamic vibration absorber |
-
2022
- 2022-06-09 CN CN202210646926.2A patent/CN114961019B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1514516A (en) * | 1974-05-30 | 1978-06-14 | Reduc Acoustics Ab | Structures with partial damping layers |
| CA2313735A1 (en) * | 1999-09-24 | 2001-03-24 | Alfred Commins | Shrinkage compensator for building tiedowns |
| JP2008196215A (en) * | 2007-02-14 | 2008-08-28 | Nippon Steel Corp | Connection fitting for bearing wall, and vibration control structure |
| KR20130027786A (en) * | 2011-09-08 | 2013-03-18 | 디알비동일 주식회사 | Shear wall type vibration control apparatus |
| CN105179580A (en) * | 2012-01-10 | 2015-12-23 | 奥依列斯工业株式会社 | Oiles Industry Co Ltd |
| KR20210112568A (en) * | 2020-03-05 | 2021-09-15 | 서일대학교산학협력단 | Wire damping apparatus for lintel |
| CN214062016U (en) * | 2020-10-15 | 2021-08-27 | 姜珅 | High-rise residential building shear wall with linking fixed knot constructs |
| CN214661710U (en) * | 2021-05-11 | 2021-11-09 | 中国大唐集团科学技术研究院有限公司中南电力试验研究院 | Multi-degree-of-freedom dynamic vibration absorber |
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| Publication number | Publication date |
|---|---|
| CN114961019A (en) | 2022-08-30 |
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