CN217652068U - Stiffening shear wall plate - Google Patents
Stiffening shear wall plate Download PDFInfo
- Publication number
- CN217652068U CN217652068U CN202221939932.9U CN202221939932U CN217652068U CN 217652068 U CN217652068 U CN 217652068U CN 202221939932 U CN202221939932 U CN 202221939932U CN 217652068 U CN217652068 U CN 217652068U
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- wall body
- reinforcing ribs
- wall
- sliding sleeve
- horizontal
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 79
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 23
- 239000010959 steel Substances 0.000 claims abstract description 23
- QNRATNLHPGXHMA-XZHTYLCXSA-N (r)-(6-ethoxyquinolin-4-yl)-[(2s,4s,5r)-5-ethyl-1-azabicyclo[2.2.2]octan-2-yl]methanol;hydrochloride Chemical compound Cl.C([C@H]([C@H](C1)CC)C2)CN1[C@@H]2[C@H](O)C1=CC=NC2=CC=C(OCC)C=C21 QNRATNLHPGXHMA-XZHTYLCXSA-N 0.000 claims 3
- 230000003139 buffering effect Effects 0.000 abstract description 13
- 238000005381 potential energy Methods 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 5
- 230000035939 shock Effects 0.000 abstract description 5
- 238000001125 extrusion Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Abstract
The utility model discloses a stiffening shear force wallboard, including the wall body, the both sides of wall body all are connected with the side fishplate, one side of side fishplate is connected with vertical stand, the both ends of wall body all are connected with the tip fishplate, one side of tip fishplate is connected with the horizontal beam, the wall body includes the steel sheet, the skeleton, the rhombus groove, the buffering post, the sliding sleeve, buffering connecting rod and connecting plate, the inside fixedly connected with skeleton of steel sheet, a plurality of rhombus grooves have been seted up on the surface of skeleton, the middle part fixedly connected with buffering post in rhombus groove, the equal activity in both ends of buffering post has cup jointed the sliding sleeve, the top of sliding sleeve articulates there is the buffering connecting rod, the top of two buffering connecting rods all articulates with the bottom of connecting plate, the top of connecting plate and the inner wall fixed connection of steel sheet, the utility model relates to a stiffening shear force wallboard, strengthen the structure of wall body, the anti deformability of reinforcing wall body, utilize buffer spring's elastic potential energy to cushion impact resistance, increase the shock resistance of wall body.
Description
Technical Field
The utility model relates to a shear force wallboard technical field specifically is a stiffening shear force wallboard.
Background
Shear walls are also known as wind resistant walls, seismic walls or structural walls. The wall body mainly bears horizontal load and vertical load (gravity) caused by wind load or earthquake action in a house or a structure, and the structure is prevented from being sheared (sheared) and damaged. The steel plate shear wall is generally made of reinforced concrete or steel plates, compared with a reinforced concrete shear wall, the steel plate shear wall has the most outstanding advantages that the self weight of the structure is reduced to a great extent, so that adverse effects during earthquakes can be reduced, such as reduction of overturning moment at the bottom of the structure, reduction of a gravity load representative value and high construction speed, the construction progress can be greatly accelerated by using the steel plate shear wall, most structural components can be assembled, and the construction of the steel plate shear wall is simpler than that of a common reinforced concrete shear wall and a supporting structure, so that the assembly and the componentization are facilitated, the efficiency is high, and the development of housing industrialization is met.
The wall plate of the existing steel plate shear wall plate is not strong in structure, easy to deform, poor in impact resistance and easy to damage the wall surface.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a stiffening shear force wallboard to the structure of its wallboard of current steel sheet shear force wallboard that proposes among the solution above-mentioned background art is not strong, easy deformation, and shock resistance is relatively poor, causes the problem of the damage of wall easily.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a stiffening shear force wallboard, includes the wall body, the both sides of wall body all are connected with side fishplates, one side of side fishplates is connected with vertical stand, the both ends of wall body all are connected with tip fishplates, one side of tip fishplates is connected with the horizontal beam, the wall body includes steel sheet, skeleton, rhombus groove, cushion column, sliding sleeve, buffering connecting rod and connecting plate, the inside fixedly connected with skeleton of steel sheet, a plurality of rhombus grooves have been seted up on the surface of skeleton, the middle part fixedly connected with cushion column in rhombus groove, the sliding sleeve has been cup jointed in the equal activity in both ends of cushion column, the top of sliding sleeve articulates there is the buffering connecting rod, two the top of buffering connecting rod all articulates with the bottom of connecting plate, the top of connecting plate and the inner wall fixed connection of steel sheet.
Preferably, the front side and the back side of the wall body are equidistantly connected with a plurality of vertical continuous reinforcing ribs, the two sides of each vertical continuous reinforcing rib are equidistantly connected with a plurality of horizontal segmented reinforcing ribs, and the bottom ends of the horizontal segmented reinforcing ribs are connected with the surface of the wall body, so that the vertical continuous reinforcing ribs and the horizontal segmented reinforcing ribs are connected into a whole on the same plane to reinforce the surface of the wall body.
Preferably, the joints of the vertical continuous reinforcing ribs and the wall body and the joints of the horizontal segmented reinforcing ribs and the wall body are both in threaded connection with in-board bolts for connecting the joints of the vertical continuous reinforcing ribs and the wall body and the joints of the horizontal segmented reinforcing ribs and the wall body.
Preferably, the front side and the back side of the wall body are equidistantly connected with a plurality of water leveling reinforcing ribs, the surface of each water leveling reinforcing rib is equidistantly connected with a plurality of vertical whole reinforcing ribs, the water leveling reinforcing ribs and the vertical whole reinforcing ribs are arranged in a staggered mode, and the vertical whole reinforcing ribs and the whole bolt are arranged in a staggered mode to form a whole, so that the structure of the wall body is strengthened, and the deformation resistance of the wall body is enhanced.
Preferably, the joints of the horizontal reinforcing rib and the wall body and the joints of the horizontal reinforcing rib and the vertical reinforcing rib are both in threaded connection with whole bolts for connecting the joints of the horizontal reinforcing rib and the wall body and the joints of the horizontal reinforcing rib and the vertical reinforcing rib.
Preferably, the buffer spring has all been cup jointed on the both sides of sliding sleeve and the surface that is located the cushion column, utilizes buffer spring's elastic potential energy to cushion impact force, increases the shock resistance of wall body.
Compared with the prior art, the beneficial effects of the utility model are that:
the vertical continuous reinforcing ribs are connected to the surface of the wall, the horizontal segmented reinforcing ribs which are arranged in a segmented mode are connected to the two sides of the vertical continuous reinforcing ribs, the vertical continuous reinforcing ribs and the horizontal segmented reinforcing ribs are connected into a whole on the same plane, or the horizontal segmented reinforcing ribs are connected to the surface of the wall, the vertical segmented reinforcing ribs are connected to the surface of the horizontal segmented reinforcing ribs through the whole bolts, the vertical segmented reinforcing ribs and the whole bolts are arranged in a staggered mode to form a whole, the structure of the wall is reinforced, the deformation resistance of the wall is enhanced, a framework is arranged inside the wall, the surface of the wall can be supported on the premise of reducing the weight of the wall, when the surface of the wall is impacted, the wall transmits impact force to the connecting plate, the connecting plate drives the buffer connecting rod to deform after being subjected to extrusion force, the sliding sleeve is driven by the deformation of the buffer connecting rod to extrude the buffer spring, and the impact resistance of the wall is improved.
Drawings
Fig. 1 is a schematic structural diagram of embodiment 1 of the present invention;
fig. 2 is a schematic structural diagram of embodiment 2 of the present invention;
FIG. 3 is a cross-sectional view of the wall of the present invention;
fig. 4 is a side view of the damping link according to the present invention.
In the figure: 1. a wall body; 2. a side fishplate; 3. a vertical column; 4. an end fishplate; 5. a horizontal beam; 6. vertical continuous reinforcing ribs; 7. horizontally segmenting reinforcing ribs; 8. bolts in the plate; 9. leveling the section reinforcing rib horizontally; 10. a vertical whole section of reinforcing rib; 11. a whole section of bolt; 12. a steel plate; 13. a framework; 14. a diamond-shaped groove; 15. a buffer column; 16. a sliding sleeve; 17. a buffer connecting rod; 18. a connecting plate; 19. a buffer spring.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Example 1
Please refer to fig. 1, fig. 3 and fig. 4, the utility model provides a stiffening shear wall board, including wall body 1, wall body 1's both sides all are connected with side fishplate 2, one side of side fishplate 2 is connected with vertical column 3, wall body 1's both ends all are connected with tip fishplate 4, one side of tip fishplate 4 is connected with horizontal beam 5, wall body 1 includes steel sheet 12, skeleton 13, rhombus groove 14, cushion column 15, sliding sleeve 16, buffer connecting rod 17 and connecting plate 18, steel sheet 12's inside fixedly connected with skeleton 13, a plurality of rhombus grooves 14 have been seted up on skeleton 13's surface, rhombus groove 14's middle part fixedly connected with cushion column 15, sliding sleeve 16 has all been cup jointed in the activity in cushion column 15's both ends, sliding sleeve 16's top articulates there is buffer connecting rod 17, two buffer connecting rod 17's top all is articulated with connecting plate 18's bottom, connecting plate 18's top and steel sheet 12's inner wall fixed connection.
During the use, the inside of wall body 1 is provided with skeleton 13, thereby can support the surface of wall body 1 under the prerequisite that alleviates wall body 1 weight, when the surface of wall body 1 receives the impact, wall body 1 transmits the impact force for connecting plate 18, connecting plate 18 receives the deformation that drives buffering connecting rod 17 behind the extrusion force, buffering connecting rod 17's deformation drives sliding sleeve 16 and extrudes buffer spring 19, thereby utilize buffer spring 19's elastic potential energy to cushion impact force, increase wall body 1's shock resistance.
The front surface and the back surface of the wall body 1 are connected with a plurality of vertical continuous reinforcing ribs 6 at equal intervals, two sides of each vertical continuous reinforcing rib 6 are connected with a plurality of horizontal segmented reinforcing ribs 7 at equal intervals, the bottom ends of the horizontal segmented reinforcing ribs 7 are connected with the surface of the wall body 1, and the joints of the vertical continuous reinforcing ribs 6 and the wall body 1 and the joints of the horizontal segmented reinforcing ribs 7 and the wall body 1 are both in-plate bolts 8 in threaded connection.
When the combined type reinforcing structure is used, the vertical continuous reinforcing ribs 6 are connected to the surface of the wall body 1, and the horizontal segmented reinforcing ribs 7 which are arranged in a segmented mode are connected to the two sides of the vertical continuous reinforcing ribs 6, so that the vertical continuous reinforcing ribs 6 and the horizontal segmented reinforcing ribs 7 are connected into a whole on the same plane, the structure of the wall body 1 is reinforced, and the deformation resistance of the wall body 1 is enhanced.
When the wall body 1 is used, the deformation of the buffer connecting rod 17 drives the sliding sleeve 16 to extrude the buffer spring 19, so that the impact force is buffered by utilizing the elastic potential energy of the buffer spring 19, and the impact resistance of the wall body 1 is improved.
When the wall body 1 is used specifically, the vertical continuous reinforcing ribs 6 are connected to the surface of the wall body 1, the horizontal segmented reinforcing ribs 7 which are arranged in a segmented mode are connected to the two sides of the vertical continuous reinforcing ribs 6, the vertical continuous reinforcing ribs 6 and the horizontal segmented reinforcing ribs 7 are connected into a whole on a plane, the structure of the wall body 1 is strengthened, the deformation resistance of the wall body 1 is enhanced, the framework 13 is arranged inside the wall body 1, the surface of the wall body 1 can be supported on the premise that the weight of the wall body 1 is reduced, when the surface of the wall body 1 is impacted, the wall body 1 transmits impact force to the connecting plate 18, the connecting plate 18 drives the buffer connecting rod 17 to deform after being subjected to extrusion force, the sliding sleeve 16 is driven by the deformation of the buffer connecting rod 17 to extrude the buffer spring 19, the impact force is buffered by utilizing the elastic potential energy of the buffer spring 19, and the impact resistance of the wall body 1 is improved.
Example 2
Please refer to fig. 2, fig. 3 and fig. 4, the utility model provides a stiffening shear wall board, including wall body 1, the both sides side of wall body 1 all is connected with side fishplate 2, one side of side fishplate 2 is connected with vertical column 3, the both ends of wall body 1 all are connected with tip fishplate 4, one side of tip fishplate 4 is connected with horizontal beam 5, wall body 1 includes steel sheet 12, skeleton 13, rhombus groove 14, cushion column 15, sliding sleeve 16, buffer connecting rod 17 and connecting plate 18, the inside fixedly connected with skeleton 13 of steel sheet 12, a plurality of rhombus grooves 14 have been seted up on the surface of skeleton 13, the middle part fixedly connected with cushion column 15 of rhombus groove 14, sliding sleeve 16 has all been cup jointed in the activity in the both ends of cushion column 15, sliding sleeve 16's top articulates there is buffer connecting rod 17, two buffer connecting rod 17's top all is articulated with the bottom of connecting plate 18, the top of connecting plate 18 and the inner wall fixed connection of steel sheet 12.
During the use, the inside of wall body 1 is provided with skeleton 13, thereby can support the surface of wall body 1 under the prerequisite that alleviates wall body 1 weight, when the surface of wall body 1 receives the impact, wall body 1 transmits the impact force for connecting plate 18, connecting plate 18 receives the deformation that drives buffering connecting rod 17 behind the extrusion force, buffering connecting rod 17's deformation drives sliding sleeve 16 and extrudes buffer spring 19, thereby utilize buffer spring 19's elastic potential energy to cushion impact force, increase wall body 1's shock resistance.
The front side and the back side of the wall body 1 are equidistantly connected with a plurality of horizontal whole reinforcing ribs 9, the surface of the horizontal whole reinforcing ribs 9 is equidistantly connected with a plurality of vertical whole reinforcing ribs 10, and the horizontal whole reinforcing ribs 9 and the vertical whole reinforcing ribs 10 are arranged in a staggered manner; the connection part of the horizontal whole reinforcing rib 9 and the wall body 1 and the connection part of the horizontal whole reinforcing rib 9 and the vertical whole reinforcing rib 10 are both in threaded connection with a whole bolt 11.
During the use, connect horizontal section stiffening rib 9 on the surface of wall body 1 to pass through whole section bolt 11 on the surface of horizontal whole section stiffening rib 9 and connect vertical whole section stiffening rib 10, vertical whole section stiffening rib 10 and whole section bolt 11 whole section staggered arrangement form a whole, thereby strengthen the structure of wall body 1, increase wall body 1's anti deformability.
When the wall body 1 is used, the deformation of the buffer connecting rod 17 drives the sliding sleeve 16 to extrude the buffer spring 19, so that the impact force is buffered by utilizing the elastic potential energy of the buffer spring 19, and the impact resistance of the wall body 1 is improved.
When the wall body is used specifically, the horizontal reinforcing rib 9 is connected to the surface of the wall body 1, the vertical reinforcing rib 10 is connected to the surface of the horizontal reinforcing rib 9 through the whole bolt 11, and the vertical reinforcing rib 10 and the whole bolt 11 are arranged in a staggered mode to form a whole, so that the structure of the wall body 1 is strengthened, and the deformation resistance of the wall body 1 is improved.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.
Claims (6)
1. A stiffened shear wall panel comprising a wall (1), characterized in that: the wall comprises a wall body (1), wherein two sides of the wall body (1) are connected with side fishplates (2), one side of each side fishplate (2) is connected with a vertical upright post (3), two ends of the wall body (1) are connected with end fishplates (4), one side of each end fishplate (4) is connected with a horizontal beam (5), the wall body (1) comprises a steel plate (12), a framework (13), rhombic grooves (14), buffer columns (15), a sliding sleeve (16), buffer connecting rods (17) and a connecting plate (18), the internal fixedly connected with framework (13) of the steel plate (12), a plurality of rhombic grooves (14) are formed in the surface of the framework (13), the middle fixedly connected with buffer columns (15) of the rhombic grooves (14), the sliding sleeve (16) is movably sleeved at two ends of the buffer columns (15), the buffer connecting rods (17) are hinged at the tops of the sliding sleeve (16), the tops of the buffer connecting rods (17) are hinged with the bottoms of the connecting plate (18), and the tops of the connecting plate (18) are fixedly connected with the inner wall of the steel plate (12).
2. A stiffened shear wall panel of claim 1, wherein: the front and the back of the wall body (1) are connected with a plurality of vertical continuous reinforcing ribs (6) at equal intervals, two sides of each vertical continuous reinforcing rib (6) are connected with a plurality of horizontal segmented reinforcing ribs (7) at equal intervals, and the bottom ends of the horizontal segmented reinforcing ribs (7) are connected with the surface of the wall body (1).
3. A stiffened shear wall panel of claim 2, wherein: the joints of the vertical continuous reinforcing ribs (6) and the wall body (1) and the joints of the horizontal sectional reinforcing ribs (7) and the wall body (1) are both in threaded connection with in-board bolts (8).
4. A stiffened shear wall panel of claim 1, wherein: the front and the back of the wall body (1) are connected with a plurality of leveling reinforcing ribs (9) at equal intervals, the surface of each leveling reinforcing rib (9) is connected with a plurality of vertical whole reinforcing ribs (10) at equal intervals, and the leveling reinforcing ribs (9) and the vertical whole reinforcing ribs (10) are arranged in a staggered mode.
5. A stiffened shear wall panel of claim 4, wherein: the connection part of the horizontal whole reinforcing rib (9) and the wall body (1) and the connection part of the horizontal whole reinforcing rib (9) and the vertical whole reinforcing rib (10) are both in threaded connection with a whole bolt (11).
6. A stiffened shear wall panel of claim 1, wherein: buffer springs (19) are sleeved on the two sides of the sliding sleeve (16) and the surfaces of the buffer columns (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221939932.9U CN217652068U (en) | 2022-07-26 | 2022-07-26 | Stiffening shear wall plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221939932.9U CN217652068U (en) | 2022-07-26 | 2022-07-26 | Stiffening shear wall plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217652068U true CN217652068U (en) | 2022-10-25 |
Family
ID=83687034
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221939932.9U Active CN217652068U (en) | 2022-07-26 | 2022-07-26 | Stiffening shear wall plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217652068U (en) |
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2022
- 2022-07-26 CN CN202221939932.9U patent/CN217652068U/en active Active
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A type of reinforced shear wall panel Effective date of registration: 20231213 Granted publication date: 20221025 Pledgee: Limited by Share Ltd. Xinxiang branch Pledgor: HENAN TIANFON STEEL STRUCTURE Co.,Ltd. Registration number: Y2023980070878 |