CN220550723U - Wall structure with vibration reduction function - Google Patents
Wall structure with vibration reduction function Download PDFInfo
- Publication number
- CN220550723U CN220550723U CN202322084869.6U CN202322084869U CN220550723U CN 220550723 U CN220550723 U CN 220550723U CN 202322084869 U CN202322084869 U CN 202322084869U CN 220550723 U CN220550723 U CN 220550723U
- Authority
- CN
- China
- Prior art keywords
- fixedly arranged
- wall
- wall structure
- steel plate
- plate frame
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 34
- 239000010959 steel Substances 0.000 claims abstract description 34
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 15
- 239000000463 material Substances 0.000 claims abstract description 12
- 239000012763 reinforcing filler Substances 0.000 claims abstract description 12
- 230000000694 effects Effects 0.000 claims abstract description 7
- 239000004567 concrete Substances 0.000 claims description 15
- 229920001971 elastomer Polymers 0.000 claims description 12
- 239000010426 asphalt Substances 0.000 claims description 10
- 238000013016 damping Methods 0.000 claims description 9
- 229920001821 foam rubber Polymers 0.000 claims description 8
- 229920002635 polyurethane Polymers 0.000 claims description 3
- 239000004814 polyurethane Substances 0.000 claims description 3
- 238000009413 insulation Methods 0.000 abstract description 5
- 238000007789 sealing Methods 0.000 abstract description 5
- 239000006260 foam Substances 0.000 description 7
- 238000010521 absorption reaction Methods 0.000 description 4
- 230000003139 buffering effect Effects 0.000 description 4
- 230000035939 shock Effects 0.000 description 4
- 239000000945 filler Substances 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000005267 amalgamation Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Landscapes
- Building Environments (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to the field of shear wall structures and discloses a wall structure with a vibration reduction function, which comprises a wall body, wherein filling materials are fixedly arranged between the interconnected walls, the wall body comprises a steel plate frame, a plurality of vertical plates are fixedly arranged at the rear end of the inner wall of the steel plate frame, a plurality of transverse plates are fixedly arranged at the rear end of the inner wall of the steel plate frame, X-shaped steel frameworks are fixedly arranged between the vertical plates, reinforcing fillers are fixedly arranged in the steel plate frame, a plurality of square grooves are formed in the surface of one transverse plate, which is positioned at the upper end and the lower end, of the transverse plates, protruding blocks are fixedly arranged at the upper end and the lower end of the vertical plates, and two fixing holes are formed in one side of each vertical plate. The shear wall is connected with the upper wall body and the lower wall body by utilizing the grooves and the protrusions to splice, the joint is sealed by virtue of the expanding agent, the shear wall can mutually transmit when vibrating, force is given to decompose, wall surface damage is reduced, and a sound insulation sealing effect can be achieved.
Description
Technical Field
The utility model relates to the field of shear wall structures, in particular to a wall structure with a vibration reduction function.
Background
The wall can be divided into a bearing wall and a shear wall according to the stress characteristics, wherein the bearing wall mainly bears vertical load, such as a masonry wall; the latter is mainly subjected to horizontal loads. In seismic fortification areas, horizontal loads are mainly generated by horizontal seismic action, so shear walls are sometimes also referred to as seismic walls. Shear walls are also known as wind-resistant walls, shock-resistant walls or structural walls. Wall bodies in houses or structures mainly bear horizontal load and vertical load (gravity) caused by wind load or earthquake action, and prevent structural shearing damage. Is generally made of reinforced concrete.
The existing shear wall is generally built by matching steel bars and concrete, the steel bars are poured by the concrete after being built, when pressure or vibration is applied to the wall body from the upper direction, the whole wall body moves together, only the toughness of the steel bars can be utilized to bear the vibration, the force cannot be relieved, cracks can be generated on the wall surface under multiple vibration, and the damage to a house is formed.
Disclosure of Invention
The utility model aims to solve the defects in the prior art, and provides a wall structure with a vibration reduction function.
In order to achieve the above purpose, the present utility model provides the following technical solutions: a wall structure with vibration reduction function comprises walls, wherein filling materials are fixedly arranged between the walls;
the wall comprises a steel plate frame, wherein a plurality of vertical plates are fixedly arranged at the rear end of the inner wall of the steel plate frame, a plurality of transverse plates are fixedly arranged at the rear end of the inner wall of the steel plate frame, X-shaped steel frameworks are fixedly arranged among the vertical plates, and reinforcing fillers are fixedly arranged in the steel plate frame;
through above-mentioned technical scheme, this shear force wall is with two wall bodies amalgamation, and the top wall body is buffered with the help of the expanding agent when receiving the power, with power transmission to the lower extreme, protruding piece and square groove joint, power is transmitted to the diaphragm from the riser on, and diaphragm and riser's junction is provided with the rubber pad, with power buffering, reduces vibration and impact, makes the wall body shock resistance stronger.
Further, a plurality of square grooves are formed in the surface of one transverse plate, located at the upper end and the lower end, of the transverse plates, protruding blocks are fixedly arranged at the upper end and the lower end of the vertical plates, two fixing holes are formed in one side of the vertical plates, rubber pads are fixedly arranged at the upper end and the lower end of the inside of the fixing holes, and a plurality of fixing grooves are formed in the upper end and the lower end of one transverse plate, located at the upper end and the lower end, of the transverse plates;
through above-mentioned technical scheme, inner structure is more stable when a plurality of diaphragm and riser, has the shock resistance more.
Further, the filling material comprises an expanding agent, and the upper end and the lower end of the expanding agent are fixedly provided with expansion plates;
through the technical scheme, the expanding agent has slight elasticity, and can be conveniently stressed when the walls move mutually, so that direct impact is avoided.
Further, the reinforcing filler comprises concrete, an asphalt layer is fixedly arranged in the concrete, and foam rubber is fixedly arranged in the concrete;
through the technical scheme, asphalt can play a role in noise reduction, and foam rubber can play a role in sealing, heat insulation and sound absorption.
Further, a plurality of vertical plates and a plurality of transverse plates are fixedly arranged, a plurality of transverse plates are fixedly connected with a plurality of X-shaped steel frameworks, and reinforcing fillers are fixedly arranged with the plurality of X-shaped steel frameworks;
through above-mentioned technical scheme, riser, diaphragm and X shaped steel skeleton are fixed each other, and the wall body is inside to form triangular structure, uses more stably.
Further, the inside of the plurality of fixing holes are clamped with the fixing grooves, the surfaces of the plurality of fixing grooves are contacted with the plurality of rubber pads, and the inside of the plurality of square grooves is movably arranged with the plurality of protruding blocks;
through above-mentioned technical scheme, fixed orifices and fixed slot quantity are the same, can joint each other, can transmit the power after the contact, and the rubber pad can play the cushioning effect, avoids the direct impact of power.
Further, the foam rubber is made of polyurethane materials;
through the technical scheme, the solidified foam has various effects of caulking, bonding, sealing, heat insulation, sound absorption and the like, and is environment-friendly and energy-saving.
The utility model has the following beneficial effects:
1. according to the wall structure with the vibration reduction function, the wall body and the expanding agent are arranged in the shear wall, when the upper wall body receives force, the force is transmitted to the lower end by means of the buffering of the expanding agent, the protruding blocks are clamped with the square grooves, the force is transmitted to the transverse plates from the vertical plates, the rubber pads are arranged at the connecting positions of the transverse plates and the vertical plates, the force is buffered, vibration and impact are reduced, and the vibration resistance of the wall body is stronger.
2. According to the wall structure with the vibration reduction function, the reinforcing filler is arranged in the shear wall, the concrete is matched with the steel frame to form the main wall, asphalt and foam rubber are arranged in the concrete, the asphalt can play a role in noise reduction, the foam rubber can play a role in sealing, heat insulation and sound absorption, the foam rubber is light in weight, and damage can be reduced when earthquake collapse occurs.
Drawings
FIG. 1 is a front view of a wall assembly according to the present utility model;
FIG. 2 is a front cross-sectional view of a wall structure with vibration damping function according to the present utility model;
FIG. 3 is a partial cross-sectional view of a wall structure with vibration damping function according to the present utility model;
FIG. 4 is a partial front sectional view of a wall joint according to the present utility model;
FIG. 5 is a partial isometric view of a wall structure with vibration damping function according to the present utility model;
fig. 6 is a partial isometric view of a riser in accordance with the present utility model.
Legend description:
1. a wall body; 2. a filler substance; 101. a steel plate frame; 102. a riser; 103. a cross plate; 104. an X-shaped steel skeleton; 105. reinforcing the filler; 106. a protruding block; 107. a square groove; 108. a fixing hole; 109. a rubber pad; 110. a fixing groove; 201. an expanding agent; 202. an expansion plate; 10501. concrete; 10502. an asphalt layer; 10503. and (5) foam glue.
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.
Examples
Referring to fig. 1-6, one embodiment provided by the present utility model is: a wall structure with vibration reduction function comprises a wall body 1, wherein filling materials 2 are fixedly arranged between the wall bodies 1;
the wall body 1 includes steel sheet frame 101, steel sheet frame 101 inner wall rear end is fixed to be provided with a plurality of risers 102, steel sheet frame 101 inner wall rear end is fixed to be provided with a plurality of diaphragm 103, all be fixed to be provided with X shaped steel skeleton 104 between a plurality of risers 102, steel sheet frame 101 inside is fixed to be provided with consolidate filler 105, this shear force wall is with two wall bodies 1 amalgamations, the top wall body 1 is cushioned with the help of expanding agent 201 when receiving the power, transmit the lower extreme with the power, boss 106 and square groove 107 joint, the power is transmitted to on the diaphragm 103 from the riser 102, the junction of diaphragm 103 and riser 102 is provided with rubber pad 109, with the power buffering, reduce vibration and impact, make wall body 1 shock resistance stronger.
A plurality of square grooves 107 are formed in the surface of one transverse plate 103 positioned at the upper end and the lower end of the transverse plates 103, protruding blocks 106 are fixedly arranged at the upper end and the lower end of each vertical plate 102, two fixing holes 108 are formed in one side of each vertical plate 102, rubber pads 109 are fixedly arranged at the upper end and the lower end of the inside of each fixing hole 108, and a plurality of fixing grooves 110 are formed in the upper end and the lower end of one transverse plate 103 positioned at the upper end and the lower end of each transverse plate 103. The filling material 2 comprises an expanding agent 201, the upper end and the lower end of the expanding agent 201 are fixedly provided with expanding plates 202, the expanding agent 201 has slight elasticity, and the wall 1 can be conveniently stressed when moving mutually, so that direct impact is avoided. Reinforcing filler 105 includes concrete 10501, and concrete 10501 inside is fixed to be provided with pitch layer 10502, and concrete 10501 inside is fixed to be provided with foam gum 10503, and pitch can play the effect of making an uproar falls, and foam gum 10503 can play sealed, thermal-insulated and the effect of inhaling sound. The plurality of vertical plates 102 and the plurality of transverse plates 103 are fixedly arranged, the plurality of transverse plates 103 are fixedly connected with the plurality of X-shaped steel frameworks 104, and the reinforcing filler 105 is fixedly arranged with the plurality of X-shaped steel frameworks 104. The inside of the plurality of fixing holes 108 is clamped with the fixing grooves 110, the surfaces of the plurality of fixing grooves 110 are contacted with the plurality of rubber pads 109, and the inside of the plurality of square grooves 107 is movably arranged with the plurality of protruding blocks 106. Foam 10503 is made of polyurethane.
Working principle: when the shear wall is fixed, one wall body 1 is fixed on the bottom surface, then the other wall body 1 is rotated and inversely placed above the fixed wall body 1, the protruding blocks 106 are aligned with the square grooves 107, the protruding blocks 106 and the square grooves 107 are identical in number, the filling material 2 is used after clamping, the joint is sealed by using the expanding agent 201, when the upper wall is stressed, the connecting material is conveyed to the protruding blocks 106 through the vertical plates 102, because the protruding blocks 106 are arranged in the square grooves 107, the surface transverse plates 103 are stressed, the surface transverse plates 103 are fixed in the fixing holes 108, the rubber pads 109 are arranged at the joint of the transverse plates 103 and the fixing holes 108, the buffering force can be reduced, the force is dispersed, the vibration is reduced, the vertical plates 102, the transverse plates 103 and the X-shaped steel frameworks 104 are mutually welded, the internal structure is reinforced, the internal filling material 105 is composed of concrete 10501, an asphalt layer 10502 and foam adhesive 10503, the asphalt 10503 can play a role in noise reduction, the sealing, heat insulation and the sound absorption effects can be achieved, and the thickness of the foam adhesive 10503 can be reduced, and the earthquake damage can be reduced to the thickness of the asphalt layer 10502 is light, and the earthquake damage can be reduced to the thickness of the asphalt layer 10502 cm.
Finally, it should be noted that: the foregoing description is only illustrative of the preferred embodiments of the present utility model, and although the present utility model 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 described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements or changes may be made without departing from the spirit and principles of the present utility model.
Claims (7)
1. The utility model provides a wall structure with damping function, includes wall body (1), its characterized in that: filling materials (2) are fixedly arranged between the wall bodies (1) in a connecting way;
the wall body (1) comprises a steel plate frame (101), a plurality of vertical plates (102) are fixedly arranged at the rear end of the inner wall of the steel plate frame (101), a plurality of transverse plates (103) are fixedly arranged at the rear end of the inner wall of the steel plate frame (101), X-shaped steel frameworks (104) are fixedly arranged between the vertical plates (102), and reinforcing fillers (105) are fixedly arranged inside the steel plate frame (101).
2. A wall structure with vibration damping function according to claim 1, wherein: a plurality of diaphragm (103) are located a diaphragm (103) surface of upper and lower both ends and all have been seted up a plurality of square grooves (107), a plurality of both ends are all fixed about riser (102) are provided with protruding piece (106), a plurality of two fixed orifices (108) have all been seted up to riser (102) one side, a plurality of the inside upper and lower end of fixed orifice (108) is all fixed and is provided with rubber pad (109), a plurality of fixed slot (110) have all been seted up at both ends about diaphragm (103) that diaphragm (103) are located upper and lower both ends.
3. A wall structure with vibration damping function according to claim 1, wherein: the filling material (2) comprises an expanding agent (201), and expansion plates (202) are fixedly arranged at the upper end and the lower end of the expanding agent (201).
4. A wall structure with vibration damping function according to claim 1, wherein: the reinforcing filler (105) comprises concrete (10501), an asphalt layer (10502) is fixedly arranged inside the concrete (10501), and foam rubber (10503) is fixedly arranged inside the concrete (10501).
5. A wall structure with vibration damping function according to claim 1, wherein: the reinforcing filler comprises a plurality of vertical plates (102) and a plurality of transverse plates (103), wherein the transverse plates (103) are fixedly arranged, the plurality of X-shaped steel frameworks (104) are fixedly connected with the reinforcing filler (105), and the reinforcing filler is fixedly arranged with the plurality of X-shaped steel frameworks (104).
6. A wall structure with vibration damping function according to claim 2, wherein: the inside of a plurality of fixed orifices (108) and fixed slot (110) joint, a plurality of fixed slot (110) surface and a plurality of rubber pads (109) contact, a plurality of square groove (107) are inside with a plurality of protruding piece (106) activity setting.
7. The wall structure with vibration reduction function according to claim 4, wherein: the foam rubber (10503) is made of polyurethane materials.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322084869.6U CN220550723U (en) | 2023-08-04 | 2023-08-04 | Wall structure with vibration reduction function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322084869.6U CN220550723U (en) | 2023-08-04 | 2023-08-04 | Wall structure with vibration reduction function |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220550723U true CN220550723U (en) | 2024-03-01 |
Family
ID=90005441
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322084869.6U Active CN220550723U (en) | 2023-08-04 | 2023-08-04 | Wall structure with vibration reduction function |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220550723U (en) |
-
2023
- 2023-08-04 CN CN202322084869.6U patent/CN220550723U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN210439471U (en) | Reinforced concrete superposed beam and steel pipe column anti-seismic connecting mechanism | |
| CN211257990U (en) | Anti-seismic fabricated house | |
| CN112726881B (en) | Infilled wall structure of steel-concrete structure building and construction method thereof | |
| CN220550723U (en) | Wall structure with vibration reduction function | |
| CN201865215U (en) | Wall type soft steel bending energy dissipation damper | |
| CN215563405U (en) | Energy dissipation and shock absorption node for beam column of multi-story high-rise heavy bamboo-wood frame structure | |
| CN215803590U (en) | Spherical energy dissipation and shock insulation device for wooden structure column base of ancient building | |
| CN213359008U (en) | Flexible stone material heated board assembled wall body | |
| CN211498972U (en) | Improved foundation shockproof structure | |
| CN110952654B (en) | Method for connecting prefabricated parts in assembled flexible building structure | |
| CN210086948U (en) | Assembled wall shock insulation foundation structure | |
| CN210086037U (en) | Novel support shock insulation structure | |
| CN216714011U (en) | Vibration isolation device suitable for roof beam that falls is prevented in house of purlin is put in hard mountain | |
| CN109184065B (en) | Assembled accurate wallboard | |
| CN215978581U (en) | Novel building engineering frame roof beam is consolidated device | |
| CN117605182B (en) | Assembled wall body of shock attenuation for prefabricated building | |
| CN217300055U (en) | Anti-seismic house main frame structure | |
| CN210086036U (en) | Rubber shock isolation device | |
| CN215054919U (en) | Three-dimensional bridge frame enhanced heat preservation and sound insulation module | |
| CN212053389U (en) | Assembled floor plate frame structure | |
| CN217998367U (en) | Energy-saving anti-seismic fabricated building structure | |
| CN217420114U (en) | Prefabricated friction shock attenuation wall structure | |
| CN212358783U (en) | Worker's civil engineering concrete floor structure that takes precautions against earthquakes | |
| CN219548464U (en) | Anti-seismic reinforcing structure is built in room | |
| CN214034376U (en) | Assembled wall body board |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |