CN219586912U - High-rise building vestibule shock mount - Google Patents
High-rise building vestibule shock mount Download PDFInfo
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- CN219586912U CN219586912U CN202320462840.4U CN202320462840U CN219586912U CN 219586912 U CN219586912 U CN 219586912U CN 202320462840 U CN202320462840 U CN 202320462840U CN 219586912 U CN219586912 U CN 219586912U
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Abstract
The utility model discloses a high-rise building corridor damping support, which relates to the technical field of corridor support devices and comprises protective layer rubber, wherein an upper connecting steel plate is fixedly connected to the upper end of the protective layer rubber, a lower connecting steel plate is fixedly connected to the lower end of the protective layer rubber, mounting holes are formed in the surface of the lower connecting steel plate, and a corridor plate is arranged on the upper surface of the upper connecting steel plate. According to the utility model, the upper connecting steel plate is temporarily moved downwards through vibration to enable the damping plate to downwards move and drive the damping spring II, and the damping spring I and the telescopic shaft are extruded, so that the damping device has the function of up-down damping, when the corridor shakes left and right, the movable rod slides in the first sliding groove and extrudes the damping spring II, so that the damping device has the function of damping, the problem that the damping mode of the high-rise building corridor damping support is single in the use process is solved, and the effect of improving the practicability of the high-rise building corridor damping support is achieved.
Description
Technical Field
The utility model relates to the technical field of corridor support devices, in particular to a high-rise building corridor damping support.
Background
The high-rise buildings are residential buildings with the building height of more than 27m, non-single-layer buildings, warehouses and other civil buildings with the building height of more than 24m, and buildings exceeding a certain layer number or height are high-rise buildings. The starting point height or the layer number of the high-rise building is different from country to country, and has no absolute and strict standard, while the corridor is a form of ancient building in China, namely, a connecting structure between the buildings is provided with a roof and has no building envelope. The corridor is arranged on the one hand, and the requirements on building functions are met, so that the corridor can facilitate the connection between two towers. Meanwhile, the integrated light-collecting device has good lighting effect and wide visual field, can be used as sightseeing corridor or leisure coffee hall and the like, and has the function of shock absorption by connecting the corridor through the supporting seat. The following problems exist in the prior art:
the problem that the practicability of the device is reduced due to the fact that the current high-rise building corridor damping support is single in damping mode in the use process; meanwhile, the problem that the current high-rise building corridor damping support and the corridor board are connected integrally, so that later scrapping is inconvenient to detach when the corridor board is not used is solved.
Disclosure of Invention
The utility model provides a high-rise building corridor damping support to solve the problems in the background technology.
In order to solve the technical problems, the utility model adopts the following technical scheme:
the utility model provides a high-rise building vestibule shock absorber support, includes protective layer rubber, the upper end fixedly connected with of protective layer rubber goes up the connection steel sheet, the lower extreme fixedly connected with of protective layer rubber connects the steel sheet down, the mounting hole has been seted up to the surface of connecting the steel sheet down, the upper surface of going up the connection steel sheet is provided with the vestibule plate.
The inside of protective layer rubber is provided with the blotter, the bottom and the last fixed surface of lower connecting steel sheet of blotter are connected, the last fixed surface of blotter is connected with damping spring one, damping spring one's upper end fixedly connected with shock attenuation board, the middle part fixedly connected with telescopic shaft of shock attenuation board, the lower extreme of telescopic shaft and the last fixed surface of blotter are connected.
The technical scheme of the utility model is further improved as follows: the inner wall sliding connection of both ends and the protective layer rubber of shock attenuation board, spout one has been seted up to the inside of shock attenuation board, the inside sliding connection of spout one has the movable rod, the one end and the lower fixed surface who goes up the connection steel sheet of movable rod are connected, one side fixedly connected with damping spring two of movable rod, damping spring two's one end and protective layer rubber's inner wall fixed connection.
By adopting the technical scheme, the damping plate, the first sliding chute, the movable rod and the second damping spring are matched with each other, so that the damping effect is achieved.
The technical scheme of the utility model is further improved as follows: the utility model discloses a connecting plate, including the lower surface fixedly connected with plate of vestibule board, the inside of upper junction steel board is extended to the lower extreme of plate, the middle part of plate is provided with the fixed block, the bottom of fixed block and the inside fixed connection of upper junction steel board, the both ends fixedly connected with inserted bar of plate, the lower extreme of inserted bar alternates there is the connecting block.
By adopting the technical scheme, the inter-fitting through plate, fixed block and inserted link in the scheme is convenient, so that the effect of installing the corridor board is convenient.
The technical scheme of the utility model is further improved as follows: the inside of going up the connection steel sheet has seted up spout two, the inside sliding connection of spout two has the bracing piece, the upper end and the connecting block fixed connection of bracing piece.
By adopting the technical scheme, the second sliding chute, the supporting rod and the connecting block are matched with each other in the scheme, so that the position of the inserting rod is limited.
The technical scheme of the utility model is further improved as follows: the inside swing joint of last connection steel sheet has the threaded rod, the one end of threaded rod and the inside swing joint of connecting block, the inside swing joint of going up the connection steel sheet has the screw, the one end and the inside swing joint of plate of screw.
By adopting the technical scheme, the fixing effect on the corridor board is enhanced by the mutual matching of the threaded rods and the screws.
The technical scheme of the utility model is further improved as follows: the lower surface of plate fixedly connected with fixed plate one, the lower surface fixedly connected with lug one of fixed plate one, the upper surface fixedly connected with fixed plate two of fixed block, the upper surface fixedly connected with lug two of fixed plate two, the surface overlap joint of lug two and lug one.
By adopting the technical scheme, the first fixing plate, the first protruding block, the second fixing plate and the second protruding block are matched with each other, so that the action of certain friction force is increased.
By adopting the technical scheme, compared with the prior art, the utility model has the following technical progress:
1. the utility model provides a high-rise building corridor damping support, which adopts the mutual matching of a buffer cushion, a damping spring I, a damping plate, a telescopic shaft, a sliding chute I, a moving rod and a damping spring II, when vibration is carried out, an upper connecting steel plate is temporarily moved downwards to enable the damping plate to be moved downwards and drive the damping spring II, and the damping spring I and the telescopic shaft are extruded, so that the high-rise building corridor damping support has the function of up-down damping, when the corridor shakes left and right, the moving rod slides in the sliding chute I and extrudes the damping spring II, so that the high-rise building corridor damping support has the function of damping, the problem that the damping mode of the high-rise building corridor damping support is single in the use process is solved, and the effect of improving the practicability of the high-rise building corridor damping support is achieved.
2. The utility model provides a high-rise building corridor damping support, which adopts the mutual matching of a plate, a fixed block, an inserted link, a second chute, a supporting rod, a connecting block, a threaded rod and a screw, when the corridor board needs to be disassembled, the threaded rod is rotated to enable the connecting block and the inserted link to loosen, the supporting rod slightly moves in the second chute, and after the connecting block and the inserted link loosen, the screw is disassembled, and the screw is taken out, so that the upper connecting steel plate is removed by taking the corridor board, the problem that the corridor board is inconvenient to disassemble when the high-rise building corridor damping support is scrapped in the later period is solved, and the effect of simple disassembly and labor saving is achieved.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic view of the internal damping cross-section of the protective layer rubber according to the present utility model;
FIG. 3 is a schematic view showing sectional structures of a gallery plate and an upper connecting plate steel plate according to the utility model;
FIG. 4 is a schematic cross-sectional view of a plate and a fixed block according to the present utility model.
In the figure: 1. a gallery plate; 2. a steel plate is connected on the upper part; 21. a plate; 211. a first fixing plate; 212. a first bump; 22. a fixed block; 221. a second fixing plate; 222. a second bump; 23. a rod; 24. a second chute; 25. a support rod; 26. a connecting block; 27. a threaded rod; 28. a screw; 3. a protective layer rubber; 31. a cushion pad; 32. a damping spring I; 33. a shock absorbing plate; 34. a telescopic shaft; 35. a first chute; 36. a moving rod; 37. damping spring II; 4. a lower connecting steel plate; 5. and (5) mounting holes.
Detailed Description
The utility model is further illustrated by the following examples:
example 1
As shown in fig. 1-4, the utility model provides a high-rise building corridor damping support, which comprises a protective layer rubber 3, wherein the upper end of the protective layer rubber 3 is fixedly connected with an upper connecting steel plate 2, the lower end of the protective layer rubber 3 is fixedly connected with a lower connecting steel plate 4, the surface of the lower connecting steel plate 4 is provided with a mounting hole 5, the upper surface of the upper connecting steel plate 2 is provided with a corridor plate 1, the inside of the protective layer rubber 3 is provided with a buffer cushion 31, the bottom of the buffer cushion 31 is fixedly connected with the upper surface of the lower connecting steel plate 4, the upper surface of the buffer cushion 31 is fixedly connected with a damping spring I32, the upper end of the damping spring I32 is fixedly connected with a damping plate 33, the middle part of the damping plate 33 is fixedly connected with a telescopic shaft 34, the lower end of the telescopic shaft 34 is fixedly connected with the upper surface of the buffer cushion 31, the two ends of the damping plate 33 are in sliding connection with the inner wall of the protective layer rubber 3, the inside of the damping plate 33 is provided with a first sliding groove 35, one end of the sliding rod 36 is in sliding connection with the lower surface of the upper connecting steel plate 2, one side of the sliding rod 36 is fixedly connected with a second damping spring 37, and one end of the second damping spring 37 is fixedly connected with the inner wall of the protective layer rubber 3.
In this embodiment, when the upper connecting steel plate 2 is temporarily moved downward by vibration, due to the characteristic that the protective layer rubber 3 has ductility, the protective layer rubber 3 is contracted to a certain extent and the damper plate 33 is moved downward and drives the damper spring two 37, so that the damper spring two 37 has a certain extent, and due to the movement of the damper plate 33 and the extrusion of the damper spring one 32 and the telescopic shaft 34, the upper and lower damping effect is achieved, when the corridor shakes left and right, the movable rod 36 slides in the first chute 35 and extrudes the damper spring two 37, so that the left and right shaking is damped, and when the vibration is shaken left and right, the protective layer rubber 3 has a certain deformation, so that the corridor shakes left and right, has ductility characteristic.
Example 2
As shown in fig. 1-4, on the basis of embodiment 1, the present utility model provides a technical solution: preferably, the lower surface fixedly connected with plate 21 of vestibule board 1, the lower extreme of plate 21 extends to the inside of upper junction steel plate 2, the middle part of plate 21 is provided with fixed block 22, the bottom of fixed block 22 and the inside fixed connection of upper junction steel plate 2, the both ends fixedly connected with inserted bar 23 of plate 21, the lower extreme of inserted bar 23 alternates there is connecting block 26, spout two 24 have been seted up to the inside of upper junction steel plate 2, the inside sliding connection of spout two 24 has bracing piece 25, the upper end and the connecting block 26 fixed connection of bracing piece 25, the inside swing joint of upper junction steel plate 2 has threaded rod 27, the inside swing joint of one end and connecting block 26 of threaded rod 27, the inside swing joint of upper junction steel plate 2 has screw 28, the inside swing joint of screw 28's one end and plate 21.
In this embodiment, when the vestibule plate 1 needs to be disassembled, the threaded rod 27 is rotated in the opposite direction to enable the connecting block 26 and the inserting rod 23 to loose, the supporting rod 25 is slightly moved towards the middle in the second sliding groove 24, and after the connecting rod 23 is loosened, the screws 28 are disassembled by a tool, and the screws 28 are taken out, so that the vestibule plate 1 is moved to the upper connecting steel plate 2 to complete the disassembly.
Example 3
As shown in fig. 1-4, on the basis of embodiment 2, the present utility model provides a technical solution: preferably, the lower surface of the plate 21 is fixedly connected with a first fixing plate 211, the lower surface of the first fixing plate 211 is fixedly connected with a first bump 212, the upper surface of the fixing block 22 is fixedly connected with a second fixing plate 221, the upper surface of the second fixing plate 221 is fixedly connected with a second bump 222, and the surface of the second bump 222 is in lap joint with the surface of the first bump 212.
In the present embodiment, when the high-rise building vestibule shock mount is put into the upper connecting steel plate 2 through the plate 21 in the vestibule plate 1 before assembly, since the first fixing plate 211, the first bump 212, the second fixing plate 221, and the second bump 222 are in contact, the first bump 212 and the second bump 222 have the function of increasing friction force after being in contact, thereby preventing the shaking phenomenon when the vestibule plate 1 is installed.
The working principle of the high-rise building corridor damping support is specifically described below.
As shown in fig. 1 to 4, when vibration temporarily moves the upper connection steel plate 2 downward, and moves the damper plate 33 downward and drives the damper spring two 37, and simultaneously, extrudes the damper spring one 32 and the telescopic shaft 34, thereby having the function of up-down vibration reduction, when the gallery shakes left and right, the movable rod 36 slides in the inside of the first chute 35 and extrudes the damper spring two 37, thereby damping the shaking left and right, when the gallery plate 1 needs to be disassembled, the connecting block 26 and the insert rod 23 are loosened by rotating the threaded rod 27 in the opposite direction, the support rod 25 slightly slides in the inside of the second chute 24, and when the support rod 23 is loosened, the support rod 25 is disassembled by the screw 28 and the screw 28 is taken out, thereby completing the disassembly.
The foregoing utility model has been generally described in great detail, but it will be apparent to those skilled in the art that modifications and improvements can be made thereto. Accordingly, it is intended to cover modifications or improvements within the spirit of the inventive concepts.
Claims (6)
1. The utility model provides a high-rise building vestibule shock absorber support, includes protective layer rubber (3), its characterized in that: the upper end of the protective layer rubber (3) is fixedly connected with an upper connecting steel plate (2), the lower end of the protective layer rubber (3) is fixedly connected with a lower connecting steel plate (4), the surface of the lower connecting steel plate (4) is provided with a mounting hole (5), and the upper surface of the upper connecting steel plate (2) is provided with a corridor plate (1);
the inside of protective layer rubber (3) is provided with blotter (31), the bottom of blotter (31) is connected with the upper surface fixed of lower connecting steel sheet (4), the upper surface fixedly connected with damping spring (32) of blotter (31), the upper end fixedly connected with shock attenuation board (33) of damping spring (32), the middle part fixedly connected with telescopic shaft (34) of shock attenuation board (33), the lower extreme of telescopic shaft (34) is connected with the upper surface fixed of blotter (31).
2. A high-rise building vestibule shock mount according to claim 1, wherein: the inner wall sliding connection of both ends and protective layer rubber (3) of shock attenuation board (33), spout one (35) have been seted up to the inside of shock attenuation board (33), the inside sliding connection of spout one (35) has movable rod (36), the one end and the lower fixed surface who goes up connecting steel sheet (2) of movable rod (36) are connected, one side fixedly connected with damping spring two (37) of movable rod (36), the one end and the inner wall fixed connection of protective layer rubber (3) of damping spring two (37).
3. A high-rise building vestibule shock mount according to claim 1, wherein: the utility model discloses a lower fixed surface of vestibule board (1) is connected with plate (21), the inside of upper junction steel board (2) is extended to the lower extreme of plate (21), the middle part of plate (21) is provided with fixed block (22), the bottom of fixed block (22) and the inside fixed connection of upper junction steel board (2), the both ends fixedly connected with inserted bar (23) of plate (21), the lower extreme of inserted bar (23) alternates there is connecting block (26).
4. A high-rise building vestibule shock mount according to claim 1, wherein: the inside of going up connecting steel sheet (2) has seted up spout two (24), the inside sliding connection of spout two (24) has bracing piece (25), the upper end and connecting block (26) fixed connection of bracing piece (25).
5. A high-rise building vestibule shock mount according to claim 1, wherein: the inside swing joint of going up connection steel sheet (2) has threaded rod (27), the inside swing joint of one end and connecting block (26) of threaded rod (27), the inside swing joint of going up connection steel sheet (2) has screw (28), the inside swing joint of one end and plate (21) of screw (28).
6. A high-rise building vestibule shock mount according to claim 3, wherein: the lower surface of plate (21) fixedly connected with fixed plate one (211), the lower surface fixedly connected with lug one (212) of fixed plate one (211), the upper surface fixedly connected with fixed plate two (221) of fixed block (22), the upper surface fixedly connected with lug two (222) of fixed plate two (221), the surface overlap joint of lug two (222) and lug one (212).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320462840.4U CN219586912U (en) | 2023-03-10 | 2023-03-10 | High-rise building vestibule shock mount |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320462840.4U CN219586912U (en) | 2023-03-10 | 2023-03-10 | High-rise building vestibule shock mount |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219586912U true CN219586912U (en) | 2023-08-25 |
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ID=87693137
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320462840.4U Active CN219586912U (en) | 2023-03-10 | 2023-03-10 | High-rise building vestibule shock mount |
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| Country | Link |
|---|---|
| CN (1) | CN219586912U (en) |
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2023
- 2023-03-10 CN CN202320462840.4U patent/CN219586912U/en active Active
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