CN219863453U - A high strength structure for building takes precautions against earthquakes - Google Patents
A high strength structure for building takes precautions against earthquakes Download PDFInfo
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- CN219863453U CN219863453U CN202320547915.9U CN202320547915U CN219863453U CN 219863453 U CN219863453 U CN 219863453U CN 202320547915 U CN202320547915 U CN 202320547915U CN 219863453 U CN219863453 U CN 219863453U
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- vibration
- buffer
- supporting frame
- high strength
- plate
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- 230000007246 mechanism Effects 0.000 claims abstract description 22
- 230000000712 assembly Effects 0.000 claims abstract 6
- 238000000429 assembly Methods 0.000 claims abstract 6
- 238000009413 insulation Methods 0.000 claims description 9
- 230000035939 shock Effects 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000002955 isolation Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 230000002265 prevention Effects 0.000 abstract description 35
- 238000010521 absorption reaction Methods 0.000 abstract description 5
- 238000009434 installation Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000013016 damping Methods 0.000 description 3
- 230000003139 buffering effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000000703 anti-shock Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model belongs to the technical field of building vibration prevention and discloses a high-strength structure for building vibration prevention, which comprises two adjacent walls and vibration prevention seams between the two walls, wherein a plurality of mutually stacked vibration prevention mechanisms are connected in the vibration prevention seams in an adhering manner, two sides of each vibration prevention mechanism are connected to the two walls, each vibration prevention mechanism comprises a supporting frame, an outer connecting plate, a central plate, a buffer assembly and an energy absorption assembly, wherein the buffer assemblies and the energy absorption assemblies are symmetrically connected to the two sides of the central plate, the supporting frame is connected to the inner side of the vibration prevention seams in a sliding manner, and the outer connecting plate is vertically connected to one end of the supporting frame.
Description
Technical Field
The utility model relates to the technical field of building vibration prevention, in particular to a high-strength structure for building vibration prevention.
Background
At present, building vibration prevention is usually carried out in a vibration prevention seam mode, houses are divided to enable the houses to be relatively independent, gaps generated by collision of earthquakes between adjacent buildings are prevented, but the current vibration prevention seam is only provided with the gaps, such as the utility model with the publication number of CN215888688U, an optimized design structure based on the vibration prevention requirement of the buildings is provided, the problem that the vibration prevention seam designed for realizing the vibration prevention of the buildings is only provided with the gaps and is not provided with any damping device at present, so that the phenomenon that the adjacent buildings collide when the buildings encounter vibration is caused, and the damage of the buildings is caused is solved, but the structure is complex, the connecting mechanism and the damping mechanism are inconvenient to install on the walls and in the vibration prevention seam due to the fact that the walls are relatively high and the vibration prevention seam is relatively long and narrow, the construction is troublesome, the strength of the vibration prevention structure is insufficient, the damage or the local damage of the structure is easy to be caused after the buildings are subjected to vibration, and the vibration prevention structure is connected with the whole wall, so that the vibration prevention structure is inconvenient to replace and maintain.
Based on the above, the present utility model has devised a high-strength structure for building vibration prevention to solve the above-mentioned problems.
Disclosure of Invention
In order to solve the problems in the prior art, the utility model provides the high-strength structure for building vibration prevention, and the vibration prevention mechanism is arranged in the vibration prevention seam, so that the whole vibration prevention seam between two adjacent walls can be protected in a vibration prevention manner, the installation is simple and convenient, the fixation is firm, the overall structural strength is improved, and the local replacement and maintenance are also convenient.
In order to achieve the above purpose, the main technical scheme adopted by the utility model comprises the following steps:
the utility model provides a high strength structure for building is taken precautions against earthquakes, includes two adjacent walls and two take precautions against earthquakes seam between the wall body, it is connected with a plurality of anti-shake mechanisms of stacking each other to take precautions against earthquakes seam in the laminating, just anti-shake mechanism's both sides are connected on two on the wall body, anti-shake mechanism includes braced frame, outside connecting plate, center plate and symmetrical connection are in buffering subassembly and the energy-absorbing subassembly of center plate both sides, braced frame slides and pegs graft the inboard of taking precautions against earthquakes seam, outside connecting plate connects perpendicularly in braced frame's one end, just outside connecting plate's both sides are respectively through the inflation screw connection on two on the wall body, center plate connects perpendicularly in the centre of braced frame's inboard, equidistant staggered connection is in between buffering subassembly and the energy-absorbing subassembly the side of center plate.
Preferably, the buffer assembly comprises a support sleeve, a buffer column, a buffer pad and a support plate, wherein a plurality of support sleeves are connected to the side face of the central plate at equal intervals in parallel, the buffer column is tightly sleeved on the inner side of the support sleeve in a sliding manner, one end of the buffer column is connected with the buffer pad on the inner side of the support sleeve, and the other end of the buffer column is connected with the support plate.
Preferably, the energy absorbing assembly comprises a box body connected to the side face of the central plate, an energy absorbing block is filled in the box body, and the energy absorbing block is made of aerated concrete materials or XPS extruded sheets.
Preferably, the edges of the two sides of the supporting frame are connected with elastic shock insulation pads, and the outer side surfaces of the supporting plate, the box body and the elastic shock insulation pads are connected with the outer side surface of the wall body in a fitting mode.
Preferably, the thickness of the supporting frame is matched with the width of the shockproof seam.
Preferably, reinforcing plates are uniformly and vertically connected between the inner side of the supporting frame and the side edges of the central plate.
Preferably, the two sides of the outer connecting plate are symmetrically provided with mounting holes at equal intervals.
The utility model provides a high-strength structure for building vibration prevention. The beneficial effects are as follows:
(1) According to the utility model, the plurality of mutually stacked shockproof mechanisms are arranged in the shockproof seams, so that the whole shockproof seams between two adjacent walls can be protected in a shockproof manner, the shockproof mechanisms are sequentially inserted into the shockproof seams from bottom to top during installation, and then are fixedly connected with the two walls through the outer connecting plates, so that the anti-shock wall is simple and convenient to install and firm in fixation, the overall structural strength is improved, local replacement and maintenance are also facilitated, and the construction difficulty is reduced;
(2) When the wall body receives vibration, the wall body can be buffered through the buffer assembly, vibration is reduced, energy generated by vibration can be absorbed through the energy absorption assembly, impact between two adjacent wall bodies is avoided, damage caused by vibration is reduced, and good vibration-proof effect is achieved.
Drawings
FIG. 1 is a schematic view of the overall exterior of the present utility model;
FIG. 2 is a schematic view of a single vibration isolation mechanism according to the present utility model;
FIG. 3 is a vertical cross-sectional view of the support frame of the present utility model at the cushioning assembly;
FIG. 4 is a vertical cross-sectional view of the support frame of the present utility model at an energy absorbing assembly;
fig. 5 is a schematic side view of the vibration damping mechanism of the present utility model.
In the figure: 1. a wall body; 2. a shockproof seam; 3. a shockproof mechanism; 31. a support frame; 311. an elastic shock insulation pad; 312. reinforcing plates; 32. an outer connecting plate; 321. a mounting hole; 33. a center plate; 34. a buffer assembly; 341. a support sleeve; 342. a buffer column; 343. a cushion pad; 344. a support plate; 35. an energy absorbing assembly; 351. a case body; 352. and the energy absorption block.
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
As shown in fig. 1 to 5, the present utility model provides a high-strength structure for building vibration prevention, comprising two adjacent walls 1 and a vibration prevention seam 2 between the two walls 1, wherein a plurality of vibration prevention mechanisms 3 stacked on each other are bonded in the vibration prevention seam 2, two sides of the vibration prevention mechanisms 3 are connected to the two walls 1, the vibration prevention mechanisms 3 comprise a supporting frame 31, an outer side connecting plate 32, a central plate 33, and a buffer component 34 and an energy absorbing component 35 symmetrically connected to two sides of the central plate 33, the supporting frame 31 is slidably inserted into the inner side of the vibration prevention seam 2, the outer side connecting plate 32 is vertically connected to one end of the supporting frame 31, two sides of the outer side connecting plate 32 are respectively connected to the two walls 1 through expansion screws, the central plate 33 is vertically connected to the middle of the inner side of the supporting frame 31, and the buffer component 34 and the energy absorbing component 35 are alternately connected to the side of the central plate 33 at equal intervals.
In this embodiment: during the use, through setting up a plurality of shockproof mechanisms 3 that pile up each other in the seam 2 takes precautions against earthquakes, can take precautions against earthquakes to whole seam 2 that takes precautions against earthquakes between two adjacent wall bodies 1, during the installation, insert shockproof mechanism 3 in proper order into seam 2 takes precautions against earthquakes from bottom to top, then through outside connecting plate 32 and two wall bodies 1 fixed connection, cushion the vibrations between two wall bodies 1 through buffer assembly 34 and energy-absorbing assembly 35, and absorb the ability that vibrations produced, thereby play the effect of taking precautions against earthquakes, the simple installation is simple and convenient, it is firm to fix, holistic structural strength has been improved, labour saving and time saving in the in-service use, also conveniently change and maintain the part.
Further, as shown in fig. 2 and 3, the buffer assembly 34 includes a support sleeve 341, a buffer post 342, a buffer pad 343 and a support plate 344, wherein the plurality of support sleeves 341 are connected to the side of the central plate 33 in parallel at equal intervals, the buffer post 342 is tightly sleeved on the inner side of the support sleeve 341 in a sliding manner, one end of the buffer post 342 is connected with the buffer pad 343 at the inner side of the support sleeve 341, and the other end of the buffer post 342 is connected with the support plate 344; when the wall body 1 is vibrated, the supporting plate 344 is pressed, so that the buffer post 342 moves towards the inner side of the supporting sleeve 341, and the wall body 1 can be buffered due to the buffer pad 343, so that vibration is reduced.
Further, as shown in fig. 2 and 4, the energy absorbing assembly 35 includes a box 351 connected to a side of the center plate 33, the box 351 is internally filled with an energy absorbing block 352, and the energy absorbing block 352 is made of aerated concrete material or XPS extruded sheet; in the process that the wall body 1 extrudes the buffer component 34, vibration energy is transmitted to the inner energy absorption block 352 through the box body 351, so that the energy generated by vibration can be absorbed, damage caused by vibration is reduced, and a good shockproof effect is achieved.
In a preferred embodiment, as shown in fig. 1-4, the two side edges of the supporting frame 31 are connected with the elastic shock insulation pads 311, the outer side surfaces of the supporting plate 344, the box body 351 and the elastic shock insulation pads 311 are connected with the outer side surface of the wall body 1 in a fitting manner, the thickness of the supporting frame 31 is matched with the width of the shock-proof seam 2, the supporting frame 31 is conveniently inserted into or pushed into the shock-proof seam 2, the supporting plate 344 and the box body 351 on two sides of the central plate 33 can be tightly connected with the wall body 1 in a fitting manner, and meanwhile, the elastic shock insulation pads 311 are tightly attached to the surface of the wall body 1, so that when the wall body 1 is vibrated, a certain shock-absorbing effect is achieved through the arranged elastic shock insulation pads 311.
In a preferred embodiment, as shown in fig. 3-5, the reinforcing plates 312 are uniformly and vertically connected between the inner side of the support frame 31 and the side edges of the center plate 33, so that the connection strength between the center plate 33 and the support frame 31 can be increased, thereby improving the overall structural strength.
In a preferred embodiment, as shown in fig. 1 and 2, the mounting holes 321 are symmetrically formed on both sides of the outer connecting plate 32 at equal intervals, and after the supporting frame 31 is mounted in the anti-vibration slot 2, the two wall bodies 1 can be connected to the mounting holes 321 on both sides of the outer connecting plate 32 by expansion screws or fixing members, so that the installation and the disassembly are convenient.
Finally, it should be noted that: the foregoing description is only a preferred embodiment of the present utility model, and the present utility model is not limited thereto, but it is to be understood that modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art, although the present utility model has been described in detail with reference to the foregoing embodiments. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (7)
1. The utility model provides a high strength structure for building is taken precautions against earthquakes, includes two adjacent wall bodies (1) and two take precautions against earthquakes seam (2) between wall body (1), its characterized in that: the anti-vibration structure is characterized in that a plurality of anti-vibration mechanisms (3) stacked mutually are connected in the anti-vibration slit (2) in an adhering mode, two sides of each anti-vibration mechanism (3) are connected to two wall bodies (1), each anti-vibration mechanism (3) comprises a supporting frame (31), an outer connecting plate (32), a central plate (33) and buffer assemblies (34) and energy absorbing assemblies (35) symmetrically connected to two sides of the central plate (33), the supporting frame (31) is connected to the inner side of the anti-vibration slit (2) in a sliding mode, the outer connecting plate (32) is vertically connected to one end of the supporting frame (31), two sides of each outer connecting plate (32) are connected to two wall bodies (1) through expansion screws respectively, the central plate (33) is vertically connected to the middle of the inner side of the supporting frame (31), and the buffer assemblies (34) and the energy absorbing assemblies (35) are connected to the side faces of the central plate (33) in an interlaced mode at equal intervals.
2. A high strength structure for use in architectural vibration protection as claimed in claim 1, wherein: the buffer assembly (34) comprises a support sleeve (341), buffer columns (342), buffer pads (343) and a support plate (344), wherein a plurality of the support sleeves (341) are connected to the side face of the central plate (33) at equal intervals in parallel, the buffer columns (342) are tightly sleeved on the inner side of the support sleeve (341) in a sliding mode, one ends of the buffer columns (342) are located on the inner side of the support sleeve (341) and connected with the buffer pads (343), and the other ends of the buffer columns (342) are connected with the support plate (344).
3. A high strength structure for use in architectural vibration protection as claimed in claim 2, wherein: the energy-absorbing assembly (35) comprises a box body (351) connected to the side face of the central plate (33), an energy-absorbing block (352) is filled in the box body (351), and the energy-absorbing block (352) is made of aerated concrete materials or XPS extruded sheets.
4. A high strength structure for use in architectural vibration protection as claimed in claim 3, wherein: the two side edges of the supporting frame (31) are connected with elastic shock insulation pads (311), and the outer side faces of the supporting plate (344), the box body (351) and the elastic shock insulation pads (311) are connected with the outer side face of the wall body (1) in a fitting mode.
5. A high strength structure for use in architectural vibration isolation according to claim 4, wherein: the thickness of the supporting frame (31) is matched with the width of the shockproof seam (2).
6. A high strength structure for use in architectural vibration isolation according to claim 5, wherein: reinforcing plates (312) are uniformly and vertically connected between the inner side of the supporting frame (31) and the side edges of the central plate (33).
7. A high strength structure for use in architectural vibration protection as claimed in claim 1, wherein: mounting holes (321) are symmetrically formed in two sides of the outer connecting plate (32) at equal intervals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320547915.9U CN219863453U (en) | 2023-03-20 | 2023-03-20 | A high strength structure for building takes precautions against earthquakes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320547915.9U CN219863453U (en) | 2023-03-20 | 2023-03-20 | A high strength structure for building takes precautions against earthquakes |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219863453U true CN219863453U (en) | 2023-10-20 |
Family
ID=88370698
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320547915.9U Active CN219863453U (en) | 2023-03-20 | 2023-03-20 | A high strength structure for building takes precautions against earthquakes |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219863453U (en) |
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2023
- 2023-03-20 CN CN202320547915.9U patent/CN219863453U/en active Active
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