CN220394900U - Assembled steel plate shear wall - Google Patents
Assembled steel plate shear wall Download PDFInfo
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- CN220394900U CN220394900U CN202320620936.9U CN202320620936U CN220394900U CN 220394900 U CN220394900 U CN 220394900U CN 202320620936 U CN202320620936 U CN 202320620936U CN 220394900 U CN220394900 U CN 220394900U
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- shear wall
- sleeve
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- upside
- fixedly connected
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 30
- 239000010959 steel Substances 0.000 title claims abstract description 30
- 230000000694 effects Effects 0.000 claims abstract description 8
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims description 10
- 238000005265 energy consumption Methods 0.000 abstract description 6
- 238000000034 method Methods 0.000 description 6
- 230000008569 process Effects 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses an assembled steel plate shear wall, which relates to the technical field of shear walls and comprises a transverse connecting piece, wherein the surface of the transverse connecting piece is fixedly connected with a rotating seat, the rotating seat is rotationally connected with a vertical connecting piece through a round shaft, the surface of the transverse connecting piece is fixedly connected with a fixing seat, the fixing seat is fixedly connected with a shear wall body through a bolt, the surface of the shear wall body is provided with an energy consumption assembly, the energy consumption assembly comprises a lower rotating shaft and an upper rotating shaft, the end parts of the lower rotating shaft and the upper rotating shaft are fixedly connected with the surface of the shear wall body respectively, and the surface of the lower rotating shaft is movably sleeved with a lower sleeve. Through setting up downside pivot, downside sleeve, downside connecting rod, upside pivot, upside sleeve, upside connecting rod and spring, reached in the earthquake, the steel sheet shear force wall can consume the effect of more horizontal seismic load.
Description
Technical Field
The utility model relates to the technical field of shear walls, in particular to an assembled steel plate shear wall.
Background
In the green building concept of full life period, assembled steel construction is the important way of building industrialization, and wherein in high-rise and high intensity region, assembled shear wall in the assembled steel construction is important antidetonation structure, in the earthquake, when the assembled steel sheet shear wall receives horizontal load, the shear wall will yield, consumes partial horizontal earthquake load through yielding, reaches the holistic effect of protection.
After the assembled steel plate shear wall and the connecting unit are fixed through bolts, the horizontal load provided by the structure is borne under the effective constraint action of the connecting unit, under the action of an earthquake, the assembled steel plate shear wall converts the borne horizontal earthquake load into the oblique tension force of the shear wall, the pressure or the shearing force of the steel plate shear wall, the steel plate shear wall is subjected to yielding at the moment, the horizontal earthquake load is consumed through the yielding of the steel plate shear wall, and after the steel plate shear wall is subjected to yielding, energy cannot be continuously consumed, and according to the above, the mode of consuming the load is further optimized though the steel plate shear wall can consume part of the horizontal earthquake load.
Disclosure of Invention
The utility model provides an assembled steel plate shear wall which has the advantage that the steel plate shear wall can consume more horizontal earthquake load in an earthquake so as to solve the problems in the background technology.
In order to achieve the purpose that the steel plate shear wall can consume more horizontal earthquake load in earthquake, the utility model provides the following technical scheme: the utility model provides an assembled steel sheet shear force wall, includes transverse connection spare, transverse connection spare's fixed surface is connected with the rotation seat, it is connected with vertical connecting piece to rotate the seat through the circular shaft, transverse connection spare's fixed surface is connected with the fixing base, the fixing base passes through bolt fixedly connected with shear force wall body, shear force wall body's surface is provided with the power consumption subassembly, power consumption subassembly includes downside pivot and upside pivot, downside pivot and upside pivot's tip respectively with shear force wall body's fixed surface are connected, downside sleeve has been cup jointed in downside pivot's surface activity, downside sleeve's tip and shear force wall body's surface swing joint, upside sleeve has been cup jointed in upside sleeve to upside sleeve's surface swing, upside sleeve's tip and shear force wall body's surface swing joint, downside sleeve's fixed surface is connected with downside connecting rod, upside sleeve's fixed surface is connected with the middle part pivot, middle part connecting piece's end fixedly connected with middle part pivot, middle part connecting plate fixedly connected with side sleeve's surface of side, side sleeve's surface swing joint has the connecting rod with the connecting plate.
As a preferable technical scheme of the utility model, the end part of the lower rotating shaft is fixedly connected with a lower baffle, and the surface of the lower baffle is movably connected with the end part of the lower sleeve.
As a preferable technical scheme of the utility model, the end part of the upper rotating shaft is fixedly connected with an upper baffle, and the surface of the upper baffle is movably connected with the surface of the upper sleeve.
As a preferable technical scheme of the utility model, two lower connecting rods are arranged in total, and the two lower connecting rods are symmetrically arranged in the middle of the shear wall body.
As a preferable technical scheme of the utility model, the surface of the shear wall body is embedded with energy dissipation plates, and the number of the energy dissipation plates is two.
Compared with the prior art, the utility model provides an assembled steel plate shear wall, which comprises the following components
The beneficial effects are that:
1. this assembled steel sheet shear force wall, through setting up downside pivot, downside sleeve, downside connecting rod, the upside pivot, upside sleeve, upside connecting rod and spring, when using, after taking place vibrations, the shear force wall body will take place yielding deformation, the downside pivot of the left side of shear force wall body or right side and the downside sleeve on upside pivot and surface will move in opposite directions with the upside sleeve on upside pivot and surface after the deformation, the angle between downside connecting rod and the upside connecting rod will reduce this moment, will drive inside spring and be compressed, can consume a part of energy in the compression, let overall structure can be safer, the effect that the steel sheet shear force wall can consume more horizontal seismic load in the earthquake has been reached.
2. According to the assembled steel plate shear wall, the energy dissipation plates are arranged, when the shear wall body is subjected to yielding, a part of seismic energy can be consumed again through deformation of the energy dissipation plates, and the whole structure can be further protected.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a right side cross-sectional view of the swivel mount of the present utility model;
FIG. 3 is a right side cross-sectional view of the energy dissipating plate of the present utility model;
FIG. 4 is a right side cross-sectional view of the spring of the present utility model;
fig. 5 is a right cross-sectional view of the middle sleeve of the present utility model.
In the figure: 1. a transverse connector; 2. a rotating seat; 3. a vertical connection; 4. a fixing seat; 5. a shear wall body; 6. an energy consumption assembly; 601. a lower rotating shaft; 602. a lower baffle; 603. a lower sleeve; 604. a lower connecting rod; 605. an upper rotating shaft; 606. an upper baffle; 607. an upper sleeve; 608. an upper connecting rod; 609. a middle rotating shaft; 610. a middle sleeve; 611. a lower fixing plate; 612. an upper fixing plate; 613. a spring; 614. a middle connecting piece; 7. and the energy consumption plate.
Detailed Description
The following description of the embodiments of the present utility model 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 utility model, but not all embodiments. 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.
Referring to fig. 1-5, the utility model discloses an assembled steel plate shear wall, which comprises transverse connectors 1, wherein two transverse connectors 1 are arranged up and down, four rotating seats 2 are arranged on the two transverse connectors 1, wherein a vertical connector 3 is rotationally connected through the two rotating seats 2, the surface of the transverse connector 1 is fixedly connected with the rotating seats 2, the rotating seats 2 are rotationally connected with the vertical connector 3 through a circular shaft, the surface of the transverse connector 1 is fixedly connected with fixing seats 4, the fixing seats 4 are fixedly connected with a shear wall body 5 through bolts, the number of the fixing seats 4 is two, the shear wall body 5 is fixed through the two fixing seats 4, the two fixing seats 4 are respectively fixed on opposite surfaces of the two transverse connectors 1, the surface of the shear wall body 5 is provided with an energy consumption assembly 6, the energy consumption assembly 6 comprises a lower rotating shaft 601 and an upper rotating shaft 605, the lower rotating shaft 601 and the upper rotating shaft 605 are vertically aligned, the end parts of the lower rotating shaft 601 and the upper rotating shaft 605 are fixedly connected with the surface of the shear wall body 5 respectively, the surface of the lower rotating shaft 601 is movably sleeved with a lower sleeve 603, the lower sleeve 603 can rotate on the surface of the lower rotating shaft 601, the end part of the lower sleeve 603 is movably connected with the surface of the shear wall body 5, the surface of the upper rotating shaft 605 is movably sleeved with an upper sleeve 607, the upper sleeve 607 can rotate on the surface of the upper rotating shaft 605, the end part of the upper sleeve 607 is movably connected with the surface of the shear wall body 5, the surface of the lower sleeve 603 is fixedly connected with a lower connecting rod 604, the surface of the upper sleeve 607 is fixedly connected with an upper connecting rod 608, the end part of the upper connecting rod 608 is fixedly connected with a middle connecting piece 614, the end part of the middle connecting piece 614 is fixedly connected with a middle rotating shaft 609, the surface activity of middle part pivot 609 has cup jointed middle part sleeve 610, the surface of middle part sleeve 610 and the tip fixed connection of downside connecting rod 604, the surface of middle part connecting piece 614 and the surface swing joint of middle part sleeve 610, the fixed surface of downside connecting rod 604 is connected with downside fixed plate 611, the fixed surface of upside connecting rod 608 is connected with upside fixed plate 612, the fixed surface of downside fixed plate 611 and upside fixed plate 612 is fixedly connected with spring 613, after shear force wall body 5 warp, can drive downside pivot 601 and upside pivot 605 to move in opposite directions, through downside sleeve 603 and upside sleeve 607 on downside pivot 601 and upside pivot 605 surface, drive downside connecting rod 604 and upside connecting rod 608 and rotate, and downside connecting rod 604 and upside connecting rod 608 will drive downside fixed plate 611 and upside fixed plate 612 to move in opposite directions, downside fixed plate 611 and upside fixed plate 612 move in opposite directions and compress spring 613, in the compression, load that consumes the earthquake, the surface of downside fixed plate 611, upside fixed plate 612 and spring 613 and body 5 are movably connected with the surface of shear force wall body.
Specifically, the end of the lower rotating shaft 601 is fixedly connected with a lower baffle 602, and the surface of the lower baffle 602 is movably connected with the end of the lower sleeve 603.
In this embodiment, by providing the lower baffle 602, the lower sleeve 603 can be prevented from being separated from the lower rotating shaft 601, and the rotation can be stabilized.
Specifically, an end of the upper rotating shaft 605 is fixedly connected with an upper baffle 606, and a surface of the upper baffle 606 is movably connected with a surface of the upper sleeve 607.
In this embodiment, by providing the upper baffle 606, the upper sleeve 607 can be prevented from being separated from the upper rotary shaft 605, and the rotation can be stabilized.
Specifically, there are two lower connecting rods 604, and the two lower connecting rods 604 are symmetrically disposed about the middle of the shear wall body 5.
In this embodiment, by providing two lower connecting rods 604 and the structure thereof, energy can be consumed by the lower connecting rods 604 and the structure thereof when an earthquake occurs, regardless of whether the shear wall body 5 yields to the left or the right.
Specifically, the surface of the shear wall body 5 is inlaid with energy dissipation plates 7, and the number of the energy dissipation plates 7 is two.
In this embodiment, by providing the energy dissipation plate 7, after the shear wall body 5 yields, a part of the seismic energy can be consumed again by the deformation of the energy dissipation plate 7, and the whole structure can be further protected.
The working principle and the using flow of the utility model are as follows: in use, two transverse connectors 1 are fixed on a steel structure, after the installation is completed, the shear wall body 5 and the surface structure are installed on the transverse connectors 1 through the fixing seat 4 and the bolts, after the horizontal earthquake load is transferred to the shear wall body 5 after an earthquake occurs, the shear wall body 5 is subjected to yielding deformation, after the left side or the right side of the shear wall body 5 is deformed, the shear wall body 5 drives the lower rotating shaft 601 and the upper rotating shaft 605 to move in opposite directions, the lower rotating shaft 601 drives the lower sleeve 603 of the surface to move in the middle, the upper rotating shaft 605 drives the upper sleeve 607 to move in the middle, the angle of the lower connecting rod 604 and the upper connecting rod 608 is reduced through the lower sleeve 603 and the upper sleeve 607 which move in opposite directions, after the angle is reduced, the lower fixing plate 611 and the upper fixing plate 612 of the surface are driven to move in opposite directions, the middle spring 613 is extruded by the lower fixing plate 611 and the upper fixing plate 612, at the same time, part of the earthquake energy is consumed by the extrusion spring 613, and at the same time, the upper rotating shaft 605 drives the upper connecting rod to move in the middle, the lower connecting rod and the lower connecting rod is driven by the lower connecting rod, and the upper connecting rod is connected with the upper connecting rod.
It should be noted that in this document, terms such as "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising one … …" does not exclude the presence of other like elements in a process, method, article, or apparatus that comprises the element.
Although embodiments of the present utility model 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 utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides an assembled steel sheet shear force wall, includes transverse connection (1), its characterized in that: the surface fixedly connected with rotation seat (2) of transverse connection piece (1), rotation seat (2) are connected with vertical connecting piece (3) through the rotation of circle axle, the surface fixedly connected with fixing base (4) of transverse connection piece (1), fixing base (4) are through bolt fixedly connected with shear wall body (5), the surface of shear wall body (5) is provided with power consumption subassembly (6), power consumption subassembly (6) include downside pivot (601) and upside pivot (605), the tip of downside pivot (601) and upside pivot (605) respectively with the fixed surface connection of shear wall body (5), the surface activity of downside pivot (601) cup joints downside sleeve (603), the tip of downside sleeve (603) and the surface swing connection of shear wall body (5), the surface activity of upside pivot (605) cup joints upside sleeve (607), the tip of upside sleeve (607) and the surface swing connection of shear wall body (5), the fixed surface connection of downside sleeve (603) has connecting rod (608), the fixed surface connection of upside sleeve (608), the end part fixedly connected with middle part pivot (609) of middle part connecting piece (614), middle part sleeve (610) has been cup jointed in the surface activity of middle part pivot (609), the surface of middle part sleeve (610) and the end part fixed connection of downside connecting rod (604), the surface of middle part connecting piece (614) and the surface swing joint of middle part sleeve (610), the surface fixedly connected with downside fixed plate (611) of downside connecting rod (604), the surface fixedly connected with upside fixed plate (612) of upside connecting rod (608), the opposite face fixedly connected with spring (613) of downside fixed plate (611) and upside fixed plate (612), the surface and the surface swing joint of shear force wall body (5) of downside fixed plate (611), upside fixed plate (612) and spring (613).
2. The fabricated steel plate shear wall of claim 1, wherein: the end part of the lower rotating shaft (601) is fixedly connected with a lower baffle plate (602), and the surface of the lower baffle plate (602) is movably connected with the end part of the lower sleeve (603).
3. The fabricated steel plate shear wall of claim 1, wherein: the end part of the upper rotating shaft (605) is fixedly connected with an upper baffle plate (606), and the surface of the upper baffle plate (606) is movably connected with the surface of the upper sleeve (607).
4. The fabricated steel plate shear wall of claim 1, wherein: the two lower connecting rods (604) are arranged in total, and the two lower connecting rods (604) are symmetrically arranged in the middle of the shear wall body (5).
5. The fabricated steel plate shear wall of claim 1, wherein: the shear wall is characterized in that the surface of the shear wall body (5) is inlaid with energy dissipation plates (7), and the number of the energy dissipation plates (7) is two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320620936.9U CN220394900U (en) | 2023-03-24 | 2023-03-24 | Assembled steel plate shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320620936.9U CN220394900U (en) | 2023-03-24 | 2023-03-24 | Assembled steel plate shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220394900U true CN220394900U (en) | 2024-01-26 |
Family
ID=89598179
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320620936.9U Active CN220394900U (en) | 2023-03-24 | 2023-03-24 | Assembled steel plate shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220394900U (en) |
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2023
- 2023-03-24 CN CN202320620936.9U patent/CN220394900U/en active Active
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